diff --git a/doc/DistributionSystem.eps b/doc/DistributionSystem.eps new file mode 100644 index 0000000..3350f21 --- /dev/null +++ b/doc/DistributionSystem.eps @@ -0,0 +1,7265 @@ +%!PS-Adobe-3.0 EPSF-3.0 +%%Creator: (ImageMagick) +%%Title: (/srv/www/vhosts/git_exclude/save/processed/e/7/b/e7b70b20-24db-4a38-ba1b-dd4205e4ca06/01_c43df27e8b44ed7b45f71cd3e6b6db7a_png_intermediate_eps/DistributionSystem.eps) +%%CreationDate: (2019-05-27T03:11:03+00:00) +%%BoundingBox: -0 -0 137 103 +%%HiResBoundingBox: 0 0 137.008 103 +%%DocumentData: Clean7Bit +%%LanguageLevel: 1 +%%Pages: 1 +%%EndComments + +%%BeginDefaults +%%EndDefaults + +%%BeginProlog +% +% Display a color image. The image is displayed in color on +% Postscript viewers or printers that support color, otherwise +% it is displayed as grayscale. +% +/DirectClassPacket +{ + % + % Get a DirectClass packet. + % + % Parameters: + % red. + % green. + % blue. + % length: number of pixels minus one of this color (optional). + % + currentfile color_packet readhexstring pop pop + compression 0 eq + { + /number_pixels 3 def + } + { + currentfile byte readhexstring pop 0 get + /number_pixels exch 1 add 3 mul def + } ifelse + 0 3 number_pixels 1 sub + { + pixels exch color_packet putinterval + } for + pixels 0 number_pixels getinterval +} bind def + +/DirectClassImage +{ + % + % Display a DirectClass image. + % + systemdict /colorimage known + { + columns rows 8 + [ + columns 0 0 + rows neg 0 rows + ] + { DirectClassPacket } false 3 colorimage + } + { + % + % No colorimage operator; convert to grayscale. + % + columns rows 8 + [ + columns 0 0 + rows neg 0 rows + ] + { GrayDirectClassPacket } image + } ifelse +} bind def + +/GrayDirectClassPacket +{ + % + % Get a DirectClass packet; convert to grayscale. + % + % Parameters: + % red + % green + % blue + % length: number of pixels minus one of this color (optional). + % + currentfile color_packet readhexstring pop pop + color_packet 0 get 0.299 mul + color_packet 1 get 0.587 mul add + color_packet 2 get 0.114 mul add + cvi + /gray_packet exch def + compression 0 eq + { + /number_pixels 1 def + } + { + currentfile byte readhexstring pop 0 get + /number_pixels exch 1 add def + } ifelse + 0 1 number_pixels 1 sub + { + pixels exch gray_packet put + } for + pixels 0 number_pixels getinterval +} bind def + +/GrayPseudoClassPacket +{ + % + % Get a PseudoClass packet; convert to grayscale. + % + % Parameters: + % index: index into the colormap. + % length: number of pixels minus one of this color (optional). + % + currentfile byte readhexstring pop 0 get + /offset exch 3 mul def + /color_packet colormap offset 3 getinterval def + color_packet 0 get 0.299 mul + color_packet 1 get 0.587 mul add + color_packet 2 get 0.114 mul add + cvi + /gray_packet exch def + compression 0 eq + { + /number_pixels 1 def + } + { + currentfile byte readhexstring pop 0 get + /number_pixels exch 1 add def + } ifelse + 0 1 number_pixels 1 sub + { + pixels exch gray_packet put + } for + pixels 0 number_pixels getinterval +} bind def + +/PseudoClassPacket +{ + % + % Get a PseudoClass packet. + % + % Parameters: + % index: index into the colormap. + % length: number of pixels minus one of this color (optional). + % + currentfile byte readhexstring pop 0 get + /offset exch 3 mul def + /color_packet colormap offset 3 getinterval def + compression 0 eq + { + /number_pixels 3 def + } + { + currentfile byte readhexstring pop 0 get + /number_pixels exch 1 add 3 mul def + } ifelse + 0 3 number_pixels 1 sub + { + pixels exch color_packet putinterval + } for + pixels 0 number_pixels getinterval +} bind def + +/PseudoClassImage +{ + % + % Display a PseudoClass image. + % + % Parameters: + % class: 0-PseudoClass or 1-Grayscale. + % + currentfile buffer readline pop + token pop /class exch def pop + class 0 gt + { + currentfile buffer readline pop + token pop /depth exch def pop + /grays columns 8 add depth sub depth mul 8 idiv string def + columns rows depth + [ + columns 0 0 + rows neg 0 rows + ] + { currentfile grays readhexstring pop } image + } + { + % + % Parameters: + % colors: number of colors in the colormap. + % colormap: red, green, blue color packets. + % + currentfile buffer readline pop + token pop /colors exch def pop + /colors colors 3 mul def + /colormap colors string def + currentfile colormap readhexstring pop pop + systemdict /colorimage known + { + columns rows 8 + [ + columns 0 0 + rows neg 0 rows + ] + { PseudoClassPacket } false 3 colorimage + } + { + % + % No colorimage operator; convert to grayscale. + % + columns rows 8 + [ + columns 0 0 + rows neg 0 rows + ] + { GrayPseudoClassPacket } image + } ifelse + } ifelse +} bind def + +/DisplayImage +{ + % + % Display a DirectClass or PseudoClass image. + % + % Parameters: + % x & y translation. + % x & y scale. + % label pointsize. + % image label. + % image columns & rows. + % class: 0-DirectClass or 1-PseudoClass. + % compression: 0-none or 1-RunlengthEncoded. + % hex color packets. + % + gsave + /buffer 512 string def + /byte 1 string def + /color_packet 3 string def + /pixels 768 string def + + currentfile buffer readline pop + token pop /x exch def + token pop /y exch def pop + x y translate + currentfile buffer readline pop + token pop /x exch def + token pop /y exch def pop + currentfile buffer readline pop + token pop /pointsize exch def pop + x y scale + currentfile buffer readline pop + token pop /columns exch def + token pop /rows exch def pop + currentfile buffer readline pop + token pop /class exch def pop + currentfile buffer readline pop + token pop /compression exch def pop + class 0 gt { PseudoClassImage } { DirectClassImage } ifelse + 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default value is: YES. -SHOW_INCLUDE_FILES = YES +SHOW_INCLUDE_FILES = NO # If the SHOW_GROUPED_MEMB_INC tag is set to YES then Doxygen will add for each # grouped member an include statement to the documentation, telling the reader @@ -778,10 +778,12 @@ WARN_LOGFILE = INPUT = main.dox \ toolkit-usage.dox \ toolkit-examples.dox \ + toolkit-files.dox \ + input-file.dox \ + toolkit-units.dox \ modules.dox \ - ../include/epanet2_2.h \ ../include/epanet2_enums.h \ - output-format.dox + ../include/epanet2_2.h # This tag can be used to specify the character encoding of the source files # that doxygen parses. Internally doxygen uses the UTF-8 encoding. Doxygen uses @@ -1647,7 +1649,7 @@ EXTRA_SEARCH_MAPPINGS = # If the GENERATE_LATEX tag is set to YES, doxygen will generate LaTeX output. # The default value is: YES. -GENERATE_LATEX = yes +GENERATE_LATEX = NO # The LATEX_OUTPUT tag is used to specify where the LaTeX docs will be put. If a # relative path is entered the value of OUTPUT_DIRECTORY will be put in front of @@ -1690,7 +1692,7 @@ COMPACT_LATEX = NO # The default value is: a4. # This tag requires that the tag GENERATE_LATEX is set to YES. -PAPER_TYPE = a4 +PAPER_TYPE = letter # The EXTRA_PACKAGES tag can be used to specify one or more LaTeX package names # that should be included in the LaTeX output. The package can be specified just @@ -1774,7 +1776,7 @@ USE_PDFLATEX = YES # The default value is: NO. # This tag requires that the tag GENERATE_LATEX is set to YES. -LATEX_BATCHMODE = NO +LATEX_BATCHMODE = YES # If the LATEX_HIDE_INDICES tag is set to YES then doxygen will not include the # index chapters (such as File Index, Compound Index, etc.) in the output. diff --git a/doc/input-file.dox b/doc/input-file.dox new file mode 100644 index 0000000..7a9f280 --- /dev/null +++ b/doc/input-file.dox @@ -0,0 +1,1039 @@ +/** +@page InpFile Input File +The Input file is a standard EPANET input data file that describes the system being analyzed. It can either be created external to the application being developed with the Toolkit or by the application itself. It is the first file name supplied to the @ref EN_open function. A project's data associated with its Input file remains accessible until the project is closed down with the @ref EN_close or deleted with @ref EN_deleteproject. + +The file is organized by sections where each section begins with a keyword enclosed in brackets. The various keywords are listed below. Click on a section to see the format of the data it contains. + +|Network Components |System Operation |Water Quality |Options & Reporting | +|:-------------------------------|:-------------------------------|:--------------------------------|:-------------------------------| +|@subpage TitlePage "[Title]" |@subpage CurvesPage "[Curves]" |@subpage QualPage "[Quality]" |@subpage OptionsPage "[Options]"| +|@subpage JuncsPage "[Junctions]"|@subpage PatsPage "[Patterns]" |@subpage ReactsPage "[Reactions]"|@subpage TimesPage "[Times]" | +|@subpage ResvPage "[Reservoirs]"|@subpage EnergyPage "[Energy]" |@subpage SourcesPage "[Sources]" |@subpage ReportPage "[Report]" | +|@subpage TanksPage "[Tanks]" |@subpage StatusPage "[Status]" |@subpage MixingPage "[Mixing]" | | +|@subpage PipesPage "[Pipes]" |@subpage CtrlsPage "[Controls]" | | | +|@subpage PumpsPage "[Pumps]" |@subpage RulesPage "[Rules]" | | | +|@subpage ValvesPage "[Valves]" |@subpage DmndsPage "[Demands]" | | | +|@subpage EmitsPage "[Emitters]" | | | | + +The order of sections is not important. However, whenever a node or link is referred to in a section it must have already been defined in the [JUNCTIONS], [RESERVOIRS], [TANKS], [PIPES], [PUMPS], or [VALVES] sections. Thus it is recommended that these sections be placed first. + +Each section can contain one or more lines of data. Blank lines can appear anywhere in the file and the semicolon (;) can be used to indicate that what follows on the line is a comment, not data. A maximum of 1024 characters can appear on a line. + +The ID labels used to identify nodes, links, curves and patterns can be any combination of up to 31 characters and numbers. + +*/ + +/** +@page CtrlsPage [CONTROLS] + +__Purpose:__ + +Defines simple controls that modify links based on a single condition.
+ +__Format:__ + +One line for each control which can be of the form: + +   LINK _linkID_  _status_  IF NODE   _nodeID_  ABOVE / BELOW   _value_ + +   LINK _linkID_   _status_   AT TIME  _time_ + +   LINK _linkID_   _status_   AT CLOCKTIME _clocktime_   AM / PM + +where: + + + + + + + +
linkID =  a link ID label
status =   OPEN / CLOSED, a pump speed setting, or a control valve setting
nodeID =  a node ID label
value =  a pressure for a junction or a water level for a tank
time =  a time since the start of the simulation in hours
clocktime =  a 24-hour clock time (hrs:min)
+ +__Remarks:__ +1. Simple controls are used to change link status or settings based on tank water level, junction pressure, time into the simulation or time of day. +2. See the notes for the @ref StatusPage section for conventions used in specifying link status and setting, particularly for control valves. + +__Examples:__ + +[CONTROLS]
+;Close Link 12 if the level in Tank 23 exceeds 20 ft.
+LINK 12 CLOSED IF NODE 23 ABOVE 20 + +;Open Link 12 if the pressure at Node 130 is under 30 psi
+LINK 12 OPEN IF NODE 130 BELOW 30 + +;Pump PUMP02's speed is set to 1.5 at 16 hours into the simulation
+LINK PUMP02 1.5 AT TIME 16 + +;Link 12 is closed at 10 am and opened at 8 pm throughout the simulation
+LINK 12 CLOSED AT CLOCKTIME 10 AM
+LINK 12 OPEN AT CLOCKTIME 8 PM +*/ + +/** +@page CurvesPage [CURVES] + +__Purpose:__ + +Defines data curves and their X,Y points.
+ +__Format:__ + +One line for each X,Y point on each curve containing: +- Curve ID label +- an X value +- a Y value + +__Remarks:__ +1. Curves can be used to represent the following relations: + - Head v. Flow for pumps + - Efficiency v. Flow for pumps + - Volume v. Depth for tanks + - Head Loss v. Flow for General Purpose Valves +2. The points of a curve must be entered in order of increasing X-values (lower to higher). +3. If the input file will be used with the Windows version of EPANET, then adding a comment which contains the curve type and description, separated by a colon, directly above the first entry for a curve will ensure that these items appear correctly in EPANET's Curve Editor. Curve types include PUMP, EFFICIENCY, VOLUME, and HEADLOSS. See the examples below. + +__Example:__ +``` +[CURVES] +;ID Flow Head +;PUMP: Curve for Pump 1 +C1 0 200 +C1 1000 100 +C1 3000 0 + +;ID Flow Effic. +;EFFICIENCY: +E1 200 50 +E1 1000 85 +E1 2000 75 +E1 3000 65 +``` +*/ + +/** +@page DmndsPage [DEMANDS] + +__Purpose:__ + +Supplement to @ref JuncsPage section for defining multiple water demands at junction nodes. + +__Format:__ + +One line for each category of demand at a junction containing: +- Junction ID label +- Base demand (flow units) +- Demand pattern ID (optional) +- Name of demand category preceded by a semicolon (optional) + +__Remarks:__ +1. Only use for junctions whose demands need to be changed or supplemented from entries in [JUNCTIONS] section. +2. Data in this section replaces any demand entered in the [JUNCTIONS] section for the same junction. +3. An unlimited number of demand categories can be entered per junction. +4. If no demand pattern is supplied then the junction demand follows the \b Pattern entry in the @ref OptionsPage section, or Pattern 1 if no such pattern is supplied. If the default pattern (or Pattern 1) does not exist, then the demand remains constant. + +__Example:__ +``` +[DEMANDS] +;ID Demand Pattern Category +;--------------------------------- +J1 100 101 ;Domestic +J1 25 102 ;School +J256 50 101 ;Domestic +``` +*/ + +/** +@page EmitsPage [EMITTERS] + +__Purpose:__ + +Defines junctions modeled as emitters (sprinklers or orifices). + +__Format:__ + +One line for each emitter containing: +- Junction ID label +- Flow coefficient, flow units at 1 psi (1 meter) pressure drop + +__Remarks:__ +1. Emitters are used to model flow through sprinkler heads or pipe leaks. +2. Flow out of the emitter equals the product of the flow coefficient and the junction pressure raised to a power. +3. The power can be specified using the EMITTER EXPONENT option in the @ref OptionsPage section. The default power is 0.5, which normally applies to sprinklers and nozzles. +4. Actual demand reported in the program's results includes both the normal demand at the junction plus flow through the emitter. +5. An [EMITTERS] section is optional. +*/ + +/** +@page EnergyPage [ENERGY] + +__Purpose:__ + +Defines parameters used to compute pumping energy and cost. + +__Formats:__ + +   GLOBAL   PRICE / PATTERN / EFFIC   value + +   PUMP  pumpID   PRICE / PATTERN / EFFIC  value + +   DEMAND CHARGE   value + +__Remarks:__ +1. First format is used to set global default values of energy price, price pattern, and pumping efficiency for all pumps. +2. Second format is used to override global defaults for specific pumps. +3. Parameters are defined as follows: + - \b PRICE = average cost per kW-hour, + - \b PATTERN = ID label of time pattern describing how energy price varies with time, + - \b EFFIC = either a single percent efficiency for global setting or the ID label of an efficiency curve for a specific pump, + - DEMAND CHARGE = added cost per maximum kW usage during the simulation period. +4. The default global pump efficiency is 75% and the default global energy price is 0. +5. All entries in this section are optional. Items offset by slashes (/) indicate allowable choices. + +__Example:__ +``` +[ENERGY] +GLOBAL PRICE 0.05 ;Sets global energy price +GLOBAL PATTERN PAT1 ;and time-of-day pattern +PUMP 23 PRICE 0.10 ;Overrides price for Pump 23 +PUMP 23 EFFIC E23 ;Assigns effic. curve to Pump 23 +``` +*/ + +/** +@page JuncsPage [JUNCTIONS] + +__Purpose:__ + +Defines junction nodes contained in the network. + +__Format:__ + +One line for each junction containing: +- ID label +- Elevation, ft (m) +- Base demand flow (flow units) (optional) +- Demand pattern ID (optional) + +__Remarks:__ +1. A [JUNCTIONS] section with at least one junction is required. +2. If no demand pattern is supplied then the junction demand follows the Default Demand Pattern provided in the @ref OptionsPage section, or Pattern 1 if no Default Pattern is specified. If the Default Pattern (or Pattern 1) does not exist, then the demand remains constant. +3. Demands can also be entered in the @ref DmndsPage section and include multiple demand categories per junction. + +__Example:__ +``` +[JUNCTIONS] +;ID Elev. Demand Pattern +;------------------------------ +J1 100 50 Pat1 +J2 120 10 ;Uses default demand pattern +J3 115 ;No demand at this junction +``` +*/ + +/** +@page MixingPage [MIXING] + +__Purpose:__ + +Identifies the model that governs mixing within storage tanks. + +__Format:__ + +One line per tank containing: +- Tank ID label +- Mixing model (MIXED, 2COMP, FIFO, or LIFO) +- Compartment volume (fraction) + +__Remarks:__ +1. Mixing models include: + - Single compartment, complete mix model ( \b MIXED ) + - Two-compartment complete mix model ( \b 2COMP ) + - Plug flow, first in, first out model ( \b FIFO ) + - Stacked plug flow, last in, first out model ( \b LIFO ) +2. The compartment volume parameter only applies to the two-compartment model and represents the fraction of the total tank volume devoted to the inlet/outlet compartment. +3. The [MIXING] section is optional. Tanks not described in this section are assumed to be completely mixed. + +__Example:__ +``` +[MIXING] +;Tank Model +;----------------------- +T12 LIFO +T23 2COMP 0.2 +``` +*/ + +/** +@page OptionsPage [OPTIONS] + +__Purpose:__ + +Defines various simulation options. + +__Formats:__ + + + + + + + + + + + + + + + + + + + + + + + + + + +
UNITSCFS / GPM / MGD / IMGD / AFD /
LPS / LPM / MLD / CMH / CMD
HEADLOSSH-W / D-W / C-M
HYDRAULICSUSE / SAVE  filename
VISCOSITYvalue
SPECIFIC GRAVITYvalue
TRIALSvalue
ACCURACYvalue
FLOWCHANGEvalue
HEADERRORvalue
CHECKFREQvalue
MAXCHECKvalue
DAMPLIMITvalue
UNBALANCEDSTOP / CONTINUE / CONTINUE n
DEMAND MODELDDA / PDA
MINIMUM PRESSUREvalue
REQUIRED PRESSUREvalue
PRESSURE EXPONENTvalue
PATTERNid
DEMAND MULTIPLIERvalue
EMITTER EXPONENTvalue
QUALITYNONE / CHEMICAL / AGE / TRACE   nodeID
DIFFUSIVITYvalue
TOLERANCEvalue
MAPfilename
+__Definitions:__ + +UNITS sets the units in which flow rates are expressed where: +- \b CFS = cubic feet per second +- \b GPM = gallons per minute +- \b MGD = million gallons per day +- \b IMGD = Imperial MGD +- \b AFD = acre-feet per day +- \b LPS = liters per second +- \b LPM = liters per minute +- \b MLD = million liters per day +- \b CMH = cubic meters per hour +- \b CMD = cubic meters per day + +For CFS, GPM, MGD, IMGD, and AFD other input quantities are expressed in US Customary Units. If flow units are in liters or cubic meters then Metric Units must be used for all other input quantities as well. (See the @ref Units topic). The default flow units are \b GPM. + +\b HEADLOSS selects a formula to use for computing head loss for flow through a pipe. The choices are the Hazen-Williams (\b H-W ), Darcy-Weisbach (\b D-W ), or Chezy-Manning (\b C-M ) formulas. The default is \b H-W. + +The \b HYDRAULICS option allows you to either SAVE the current hydraulics solution to a file or \b USE a previously saved hydraulics solution. This is useful when studying factors that only affect water quality behavior. + +\b VISCOSITY is the kinematic viscosity of the fluid being modeled relative to that of water at 20 deg. C (1.0 centistoke). The default value is 1.0. + +\b SPECIFIC GRAVITY is the ratio of the density of the fluid being modeled to that of water at 4 deg. C (unitless). The default value is 1.0. + +\b TRIALS are the maximum number of trials used to solve network hydraulics at each hydraulic time step of a simulation. The default is 40. + +\b ACCURACY prescribes the convergence criterion that determines when a hydraulic solution has been reached. The trials end when the sum of all flow changes from the previous solution divided by the total flow in all links is less than this number. The default is 0.001. + +\b FLOWCHANGE is a similar convergence criterion requiring that the largest absolute flow change between the current and previous solutions be less than the specified value (in flow units). The default is 0 which means that this criterion is not used. + +\b HEADERROR is yet another convergence criterion requiring that the head loss computed by the head loss formula compared to the difference in nodal heads across each link be less than the specified value (in ft or m). The default is 0 which means that this criterion is not used. + +\b CHECKFREQ sets the number of solution trials that pass during hydraulic balancing before the status of pumps, check valves, flow control valves and pipes connected to tanks are once again updated. The default value is 2, meaning that status checks are made every other trial. + +\b MAXCHECK is the number of solution trials after which periodic status checks are discontinued. Instead, a status check is made only after convergence is achieved. The default value is 10, meaning that after 10 trials, instead of checking status every \b CHECKFREQ trials, status is checked only at convergence. + +\b DAMPLIMIT is the accuracy value at which solution damping and status checks on PRVs and PSVs should begin. Damping limits all flow changes to 60% of what they would otherwise be as future trials unfold. The default is 0 which indicates that no damping should be used and that status checks on control valves are made at every iteration. + +\b UNBALANCED determines what happens if a hydraulic solution cannot be reached within the prescribed number of \b TRIALS at some hydraulic time step into the simulation. \b STOP will halt the entire analysis at that point. \b CONTINUE will continue the analysis with a warning message issued. CONTINUE n will continue the search for a solution for another \b n trials with the status of all links held fixed at their current settings. The simulation will be continued at this point with a message issued about whether convergence was achieved or not. The default choice is \b STOP. + +\b DEMAND MODEL specifies whether a demand driven analysis ( \b DDA ) or a pressure driven analysis ( \b PDA ) should be made. Under \b DDA full nodal demands are always met even if negative pressures result. \b PDA assumes that demand varies between 0 and its full value as a power function of nodal pressure. The default demand model is \b DDA. + +\b MINIMUM PRESSURE is the pressure below which no demand can be delivered under a pressure driven analysis. It has no effect on a demand driven analysis. Its default value is 0. + +\b REQUIRED PRESSURE is the pressure required to supply a node's full demand under a pressure driven analysis. It has no effect on a demand driven analysis. Its default value is 0. + +\b PRESSURE EXPONENT is the power to which pressure is raised when computing the demand delivered to a node under a pressure driven analysis. It has no effect on a demand driven analysis. Its default value is 0.5. + +\b PATTERN provides the ID label of a default demand pattern to be applied to all junctions where no demand pattern was specified. If no such pattern exists in the \b [PATTERNS] section then by default the pattern consists of a single multiplier equal to 1.0. If this option is not used, then the global default demand pattern has a label of "1". + +The DEMAND MULTIPLIER is used to adjust the values of baseline demands for all junctions and all demand categories. For example, a value of 2 doubles all baseline demands, while a value of 0.5 would halve them. The default value is 1.0. + +EMITTER EXPONENT specifies the power to which the pressure at a junction is raised when computing the flow issuing from an emitter. The default is 0.5. + +\b QUALITY selects the type of water quality analysis to perform. The choices are NONE, CHEMICAL, AGE, and \b TRACE. In place of \b CHEMICAL the actual name of the chemical can be used followed by its concentration units (e.g., CHLORINE mg/L). If \b TRACE is selected it must be followed by the ID label of the node being traced. The default selection is \b NONE (no water quality analysis). + +\b DIFFUSIVITY is the molecular diffusivity of the chemical being analyzed relative to that of chlorine in water. The default value is 1.0. Diffusivity is only used when mass transfer limitations are considered in pipe wall reactions. A value of 0 will cause EPANET to ignore mass transfer limitations. + +\b TOLERANCE is the difference in water quality level below which one can say that one parcel of water is essentially the same as another. The default is 0.01 for all types of quality analyses (chemical, age (measured in hours), or source tracing (measured in percent)). + +\b MAP is used to supply the name of a file containing coordinates of the network's nodes so that a map of the network can be drawn. It is not used for any hydraulic or water quality computations. + +__Remarks:__ +1. All options assume their default values if not explicitly specified in this section. +2. Items offset by slashes (/) indicate allowable choices. + +__Example:__ +``` +[OPTIONS] +UNITS CFS +HEADLOSS D-W +DEMAND MODEL PDA +REQUIRED PRESSURE 40 +QUALITY TRACE Tank23 +UNBALANCED CONTINUE 10 +``` +*/ + +/** +@page PatsPage [PATTERNS] + +__Purpose:__ + +Defines time patterns. + +__Format:__ + +One or more lines for each pattern containing: +- Pattern ID label +- One or more multipliers + +__Remarks:__ +1. Multipliers define how some base quantity (e.g., demand) is adjusted for each time period. +2. All patterns share the same time period interval as defined in the @ref TimesPage section. +3. Each pattern can have a different number of time periods. +4. When the simulation time exceeds the pattern length the pattern wraps around to its first period. +5. Use as many lines as it takes to include all multipliers for each pattern. + +__Example:__ +``` +[PATTERNS] +;Pattern P1 +P1 1.1 1.4 0.9 0.7 +P1 0.6 0.5 0.8 1.0 +;Pattern P2 +P2 1 1 1 1 +P2 0 0 1 +``` +*/ + +/** +@page PipesPage [PIPES] + +__Purpose:__ + +Defines all pipe links contained in the network.
+ +__Format:__ + +One line for each pipe containing: +- ID label +- ID of start node +- ID of end node +- Length, ft (m) +- Diameter, inches (mm) +- Roughness coefficient +- Minor loss coefficient +- Status (OPEN, CLOSED, or CV) + +__Remarks:__ +1. Roughness coefficient is unitless for Hazen-Williams and Chezy-Manning head loss formulas and has units of millifeet (mm) for the Darcy-Weisbach formula. Choice of head loss formula is supplied in the @ref OptionsPage section. +2. Setting status to \b CV means that the pipe contains a check valve restricting flow to one direction. +3. If minor loss coefficient is 0 and pipe is \b OPEN then these two items can be dropped from the input line. + +__Example:__ +``` +[PIPES] +;ID Node1 Node2 Length Diam. Roughness Mloss Status +;------------------------------------------------------------- +P1 J1 J2 1200 12 120 0.2 OPEN +P2 J3 J2 600 6 110 0 CV +P3 J1 J10 1000 12 120 +``` +*/ + +/** +@page PumpsPage [PUMPS] + +__Purpose:__ + +Defines all pump links contained in the network. + +__Format:__ + +One line for each pump containing: +- ID label +- ID of start node +- ID of end node +- Keyword and Value (can be repeated) + +__Remarks:__ +1. Keywords consists of: + - \b POWER - power for constant energy pump, hp (kw) + - \b HEAD - ID of curve that describes head versus flow for the pump + - \b SPEED - relative speed setting (normal speed is 1.0, 0 means pump is off) + - \b PATTERN - ID of time pattern that describes how speed setting varies with time +2. Either \b POWER or \b HEAD must be supplied for each pump. The other keywords are optional. + +__Example:__ +``` +[PUMPS] +;ID Node1 Node2 Properties +;--------------------------------------------- +Pump1 N12 N32 HEAD Curve1 +Pump2 N121 N55 HEAD Curve1 SPEED 1.2 +Pump3 N22 N23 POWER 100 +``` +*/ + +/** +@page QualPage [QUALITY] + +__Purpose:__ + +Defines initial water quality at nodes. + +__Format:__ + +One line per node containing: +- Node ID label +- Initial quality + +__Remarks:__ +1. Quality is assumed to be zero for nodes not listed. +2. Quality represents concentration for chemicals, hours for water age, or percent for source tracing. +3. The [QUALITY] section is optional. +*/ + +/** +@page ReactsPage [REACTIONS] + +__Purpose:__ + +Defines parameters related to chemical reactions occurring in the network. + +__Formats:__ + +   ORDER  BULK / WALL / TANK  _value_ + +   GLOBAL  BULK / WALL  _value_ + +   BULK / WALL    _pipeID_  _value_ + +   TANK    _tankID_  _value_ + +   LIMITING POTENTIAL    _value_ + +   ROUGHNESS CORRELATION    _value_ + +__Definitions:__ + +\b ORDER is used to set the order of reactions occurring in the bulk fluid, at the pipe wall, or in tanks, respectively. Values for wall reactions must be either 0 or 1. If not supplied the default reaction order is 1.0. + +\b GLOBAL is used to set a global value for all bulk reaction coefficients (pipes and tanks) or for all pipe wall coefficients. The default value is zero. + +BULK, WALL, and \b TANK are used to override the global reaction coefficients for specific pipes and tanks. + +LIMITING POTENTIAL specifies that reaction rates are proportional to the difference between the current concentration and some limiting potential value. + +ROUGHNESS CORRELATION will make all default pipe wall reaction coefficients be related to pipe roughness in the following manner: +|Head Loss Equation|Roughness Correlation| +|------------------|---------------------| +|Hazen-Williams | F / C | +|Darcy-Weisbach | F / log(e/D) | +|Chezy-Manning | F * n | + +where \b F = roughness correlation, \b C = Hazen-Williams C-factor, \b e = Darcy-Weisbach roughness, \b D = pipe diameter, and \b n = Chezy-Manning roughness coefficient. The default value computed this way can be overridden for any pipe by using the \b WALL format to supply a specific value for the pipe. + +__Remarks:__ +1. Remember to use positive numbers for growth reaction coefficients and negative numbers for decay coefficients. +2. The time units for all reaction coefficients are 1/days. +3. All entries in this section are optional. Items offset by slashes (/) indicate allowable choices. + +__Example:__ +``` +[REACTIONS] +ORDER WALL 0 ;Wall reactions are zero-order +GLOBAL BULK -0.5 ;Global bulk decay coeff. +GLOBAL WALL -1.0 ;Global wall decay coeff. +WALL P220 -0.5 ;Pipe-specific wall coeffs. +WALL P244 -0.7 +``` +*/ + +/** +@page ReportPage [REPORT] + +__Purpose:__ + +Describes the contents of the output report produced from a simulation. + +__Formats:__ + + + + + + + + + + + +
\b PAGESIZE \a value
\b FILE \a filename
\b STATUS YES / NO / FULL
\b SUMMARY YES / NO
\b MESSAGES YES / NO
\b ENERGY YES / NO
\b NODES NONE / ALL/ node1 node2 ...
\b LINKS NONE / ALL/ node1 node2 ...
\a variable YES / NO
\a variable  BELOW / ABOVE / PRECISION \a value
+ +__Definitions:__ + +\b PAGESIZE sets the number of lines written per page of the output report. The default is 0, meaning that no line limit per page is in effect. + +\b FILE supplies the name of a file to which the output report will be written (ignored by the Windows version of EPANET). The default is to write the report to the project's @ref RptFile file. + +\b STATUS determines whether a hydraulic status report should be generated. If \b YES is selected the report will identify all network components that change status during each time step of the simulation. If \b FULL is selected, then the status report will also include information from each trial of each hydraulic analysis. This level of detail is only useful for de-bugging networks that become hydraulically unbalanced. The default is \b NO. + +\b SUMMARY determines whether a summary table of number of network components and key analysis options is generated. The default is \b YES. + +\b ENERGY determines if a table reporting average energy usage and cost for each pump is provided. The default is \b NO. + +\b NODES identifies which nodes will be reported on. You can either list individual node ID labels or use the keywords \b NONE or \b ALL. Additional \b NODES lines can be used to continue the list. The default is \b NONE. + +\b LINKS identifies which links will be reported on. You can either list individual link ID labels or use the keywords \b NONE or \b ALL Additional \b LINKS lines can be used to continue the list. The default is \b NONE. + +The _variable_ reporting option is used to identify which quantities are reported on, how many decimal places are displayed, and what kind of filtering should be used to limit output reporting. Node variables that can be reported on include: +- \b Elevation +- \b Demand +- \b Head +- \b Pressure +- \b Quality + +Link variables include: +- \b Length +- \b Diameter +- \b Flow +- \b Velocity +- \b Headloss +- \b State (same as status: open, active, closed) +- \b Setting (roughness for pipes, speed for pumps, pressure/flow setting for valves) +- \b Reaction (reaction rate) +- \b F-Factor (friction factor). + +The default quantities reported are Demand, Head, Pressure, and \b Quality for nodes and Flow, Velocity, and \b Headloss for links. The default precision is two decimal places. + +__Remarks:__ +1. All options assume their default values if not explicitly specified in this section. +2. Items offset by slashes (/) indicate allowable choices. +3. The default is to not report on any nodes or links, so a \b NODES or \b LINKS option must be supplied if you wish to report results for these items. + +__Example:__ + +The following example reports on nodes N1, N2, N3, and N17 and all links with velocity above 3.0. The standard node variables (Demand, Head, Pressure, and Quality) are reported on while only Flow, Velocity, and F-Factor (friction factor) are displayed for links. +``` +[REPORT] +NODES N1 N2 N3 N17 +LINKS ALL +FLOW YES +VELOCITY PRECISION 4 +F-FACTOR PRECISION 4 +VELOCITY ABOVE 3.0 +``` +*/ + +/** +@page ResvPage [RESERVOIRS] + +__Purpose:__ + +Defines all reservoir nodes contained in the network. + +__Format:__ + +One line for each reservoir containing: +- ID label +- Head, ft (m) +- Head pattern ID (optional) + +__Remarks:__ +1. Head is the hydraulic head (elevation + pressure head) of water in the reservoir. +2. A head pattern can be used to make the reservoir head vary with time. +3. At least one reservoir or tank must be contained in the network. + +__Example:__ +``` +[RESERVOIRS] +;ID Head Pattern +;----------------------- +R1 512 ;Head stays constant +R2 120 Pat1 ;Head varies with time +``` +*/ + +/** +@page RulesPage [RULES] + +__Purpose:__ + +Defines rule-based controls which modify links based on a combination of conditions. + +__Format:__ + +Each rule is a series of statements of the form: + + RULE   _ruleID_
+ IF       _condition_1_
+ AND   _condition_2_
+ OR     _condition_3_
+ AND   _condition_4_
+ etc.
+ THEN  _action_1_
+ AND   _action_2_
+ etc.
+ ELSE  _action_3_
+ AND   _action_4_
+ etc.
+ PRIORITY _value_
+ +where: + + + + + +
ruleID =  an ID label assigned to the rule
conditon_n =  a @subpage ConditionClauses "condition clause"
action_n =  an @subpage ActionClauses "action clause"
PRIORITY =  a priority value (e.g., a number from 1 to 5)
+ +__Remarks:__ +1. Only the RULE, IF and THEN portions of a rule are required; the other portions are optional. +2. When mixing AND and OR clauses, the OR operator has higher precedence than AND, i.e.,
+       `IF A or B and C`
+ is equivalent to
+       `IF (A or B) and C`
+ If the interpretation was meant to be
+       `IF A or (B and C)`
+ then this can be expressed using two rules as in
+       `IF A THEN ...`
+       `IF B and C THEN ...`
+3. The PRIORITY value is used to determine which rule applies when two or more rules require that conflicting actions be taken on a link. A rule without a priority value always has a lower priority than one with a value. For two rules with the same priority value, the rule that appears first is given the higher priority. + +__Example:__ +``` +[RULES] +RULE 1 +IF TANK 1 LEVEL ABOVE 19.1 +THEN PUMP 335 STATUS IS CLOSED +AND PIPE 330 STATUS IS OPEN + +RULE 2 +IF SYSTEM CLOCKTIME >= 8 AM +AND SYSTEM CLOCKTIME < 6 PM +AND TANK 1 LEVEL BELOW 12 +THEN PUMP 335 STATUS IS OPEN + +RULE 3 +IF SYSTEM CLOCKTIME >= 6 PM +OR SYSTEM CLOCKTIME < 8 AM +AND TANK 1 LEVEL BELOW 14 +THEN PUMP 335 STATUS IS OPEN +``` +*/ + +/** +@page ConditionClauses Condition Clauses + +A condition clause in a @ref RulesPage "Rule-Based Control" takes the form of: + +  _object  id  attribute  relation  value_ + +where + + + + + + +
object     =   a category of network object
id     =   the object's ID label
attribute   =   an attribute or property of the object
relation    =   a relational operator
value     =   an attribute value
+ +Some example conditional clauses are:
+  JUNCTION 23 PRESSURE > 20
+  TANK T200 FILLTIME BELOW 3.5
+  LINK 44 STATUS IS OPEN
+  SYSTEM CLOCKTIME = 7:30 AM
+  SYSTEM DEMAND >= 1500 + +Objects can be any of the following keywords:
+  NODE  JUNCTION  TANK  RESERVOIR
+  LINK  PIPE  PUMP  VALVE
+  SYSTEM + +When \b SYSTEM is used in a condition no ID is supplied. + +The following attributes can be used with Node-type objects:
+   DEMAND
+   HEAD
+   PRESSURE + +The following attributes can be used with Tanks:
+   LEVEL
+   FILLTIME  (hours needed to fill a tank)
+   DRAINTIME (hours needed to empty a tank) + +These attributes can be used with Link-Type objects:
+   FLOW
+   STATUS  (OPEN, CLOSED, or ACTIVE)
+   SETTING  (pump speed or valve setting) + +The \b SYSTEM object can use the following attributes: + + + + + +
   DEMAND (total system demand)
   TIME (hours from the start of the simulation expressed
   either as a decimal number or in hours:minutes format)
   CLOCKTIME  (24-hour clock time with \b AM or \b PM appended)
+ +Relation operators consist of the following:
+ + + + + + + +
  \b = \b IS
  \b <> \b NOT
  \b < \b BELOW
  \b > \b ABOVE
  \b <=
  \b >=
+*/ + +/** +@page ActionClauses Action Clauses + +An action clause in a @ref RulesPage "Rule-Based Control" takes the form of: + +    _object_  _id_  STATUS / SETTING  IS  _value_ + +where + + + + +
object   =   LINK, PIPE, PUMP, or VALVE keyword
id     =   the object's ID label
value   =   a status condition (OPEN or CLOSED), pump speed setting, or valve setting
+Some example action clauses are:
+ + LINK 23 STATUS IS CLOSED
+ PUMP P100 SETTING IS 1.5
+ VALVE 123 SETTING IS 90
+ + +See the notes for the @ref StatusPage section for conventions used in specifying link status and setting, particularly for control valves. +*/ + +/** +@page SourcesPage [SOURCES] + +__Purpose:__ + +Defines locations of water quality sources. + +__Format:__ + +One line for each water quality source containing: +- Node ID label +- Source type (CONCEN, MASS, FLOWPACED, or SETPOINT) +- Baseline source strength +- Time pattern ID (optional) + +__Remarks:__ +1. For \b MASS type sources, strength is measured in mass flow per minute. All other types measure source strength in concentration units. +2. Source strength can be made to vary over time by specifying a time pattern. +3. A \b CONCEN source: + - represents the concentration of any external source inflow to the node + - applies only when the node has a net negative demand (water enters the network at the node) + - if the node is a junction, reported concentration is the result of mixing the source flow and inflow from the rest of the network + - if the node is a reservoir, the reported concentration is the source concentration + - if the node is a tank, the reported concentration is the internal concentration of the tank + - is best used for nodes that represent source water supplies or treatment works (e.g., reservoirs or nodes assigned a negative demand) + - do not use at storage tanks with simultaneous inflow/outflow. +4. A MASS, FLOWPACED, or SETPOINT source: + - represents a booster source, where the substance is injected directly into the network regardless of what the demand at the node is + - affects water leaving the node to the rest of the network in the following way: + - a \b MASS booster adds a fixed mass flow to that resulting from inflow to the node + - a \b FLOWPACED booster adds a fixed concentration to the resultant inflow concentration at the node + - a \b SETPOINT booster fixes the concentration of any flow leaving the node (as long as the concentration resulting from the inflows is below the setpoint) + - the reported concentration at a junction or reservoir booster source is the concentration that results after the boosting is applied; the reported concentration for a tank with a booster source is the internal concentration of the tank + - is best used to model direct injection of a tracer or disinfectant into the network or to model a contaminant intrusion. +5. A \b [SOURCES] section is not needed for simulating water age or source tracing. + +__Example:__
+@code +[SOURCES] +;Node Type Strength Pattern +;-------------------------------- +N1 CONCEN 1.2 Pat1 ;Concentration varies with time +N44 MASS 12 ;Constant mass injection +@endcode +*/ + +/** +@page StatusPage [STATUS] + +__Purpose:__ + +Defines initial status of selected links at the start of a simulation. + +__Format:__ + +One line per link being controlled containing: +- Link ID label +- Status or setting + +__Remarks:__ +1. Links not listed in this section have a default status of \b OPEN (for pipes and pumps) or \b ACTIVE (for valves). +2. The Status value assigned in this section can be \b OPEN or \b CLOSED. For control valves (e.g., PRVs, FCVs, etc.) this means that the valve is either fully opened or closed, not active at its control setting. +3. The Setting value can be a speed setting for pumps or valve setting for valves. +4. The initial status of pipes can also be set in the @ref PipesPage section. +5. Check valves cannot have their status be preset. +6. Use @ref CtrlsPage or @ref RulesPage to change status or setting at some future point in the simulation. +7. If a \b CLOSED or \b OPEN control valve is to become \b ACTIVE again, then its pressure or flow setting must be specified in the control or rule that reactivates it. + +__Example:__ +@code +[STATUS] +; Link Status/Setting +;---------------------- + L22 CLOSED ;Link L22 is closed + P14 1.5 ;Speed for pump P14 + PRV1 OPEN ;PRV1 forced open + ;(overrides normal operation) +@endcode +*/ + +/** +@page TanksPage [TANKS] + +__Purpose:__ + +Defines all tank nodes contained in the network. + +__Format:__ + +One line for each junction containing: +- ID label +- Bottom elevation, ft (m) +- Initial water level, ft (m) +- Minimum water level, ft (m) +- Maximum water level, ft (m) +- Nominal diameter, ft (m) +- Minimum volume, cubic ft (cubic meters) +- Volume curve ID (optional) + +__Remarks:__ +1. Water surface elevation equals bottom elevation plus water level. +2. Non-cylindrical tanks can be modeled by specifying a curve of volume versus water depth in the @ref CurvesPage section. +3. If a volume curve is supplied the diameter value can be any non-zero number +4. Minimum volume (tank volume at minimum water level) can be zero for a cylindrical tank or if a volume curve is supplied. +5. A network must contain at least one tank or reservoir. + +__Example:__ +@code +[TANKS] +;ID Elev. InitLvl MinLvl MaxLvl Diam MinVol VolCurve +;----------------------------------------------------------- +;Cylindrical tank +T1 100 15 5 25 120 0 + +;Non-cylindrical tank with arbitrary diameter +T2 100 15 5 25 1 0 VC1 +@endcode +*/ + +/** +@page TimesPage [TIMES] + +__Purpose:__ +Defines various time step parameters used in the simulation. + +__Formats:__ + + + + + + + + + + + +
DURATION value (units)
HYDRAULIC TIMESTEP value (units)
QUALITY TIMESTEPvalue (units)
RULE TIMESTEPvalue (units)
PATTERN TIMESTEPvalue (units)
PATTERN STARTvalue (units)
REPORT TIMESTEPvalue (units)
REPORT STARTvalue (units)
START CLOCKTIMEvalue (AM / PM)
STATISTICNONE / AVERAGED / MINIMUM / MAXIMUM / RANGE
+ +__Definitions:__ + +\b DURATION is the duration of the simulation. Use 0 to run a single period snapshot analysis. The default is 0. + +HYDRAULIC TIMESTEP determines how often a new hydraulic state of the network is computed. If greater than either the \b PATTERN or \b REPORT time step it will be automatically reduced. The default is 1 hour. + +QUALITY TIMESTEP is the time step used to track changes in water quality throughout the network. The default is 1/10 of the hydraulic time step. + +RULE TIMESTEP is the time step used to check for changes in system status due to activation of rule-based controls between hydraulic time steps. The default is 1/10 of the hydraulic time step. + +PATTERN TIMESTEP is the interval between time periods in all time patterns. The default is 1 hour. + +PATTERN START is the time offset at which all patterns will start. For example, a value of 6 hours would start the simulation with each pattern in the time period that corresponds to hour 6. The default is 0. + +REPORT TIMESTEP sets the time interval between which output results are reported. The default is 1 hour. + +REPORT START is the length of time into the simulation at which output results begin to be reported. The default is 0. + +START CLOCKTIME is the time of day (e.g., 3:00 PM) at which the simulation begins. The default is 12:00 AM midnight. + +\b STATISTIC determines what kind of statistical post-processing should be done on the time series of simulation results generated. \b AVERAGED reports a set of time-averaged results, \b MINIMUM reports only the minimum values, \b MAXIMUM the maximum values, and \b RANGE reports the difference between the minimum and maximum values. \b NONE reports the full time series for all quantities for all nodes and links and is the default. + +__Remarks:__ +1. Units can be SECONDS (SEC), MINUTES (MIN), HOURS, or \b DAYS. The default is \b HOURS. +2. If no units are supplied, then time values can be expressed in either decimal hours or in hours:minutes notation. +3. All entries in the \b [TIMES] section are optional. Items offset by slashes (/) indicate allowable choices. + +__Example:__ +@code +[TIMES] +DURATION 240 HOURS +QUALITY TIMESTEP 3 MIN +QUALITY TIMESTEP 0:03 +REPORT START 120 +START CLOCKTIME 6:00 AM +@endcode +*/ + +/** +@page TitlePage [TITLE] + +__Purpose:__ + +Attaches a descriptive title to the network being analyzed. + +__Format:__ + +Any number of lines of text. + +__Remarks:__ + +The [TITLE] section is optional. +*/ + +/** +@page ValvesPage [VALVES] + +__Purpose:__ + +Defines all control valve links contained in the network. + +__Format:__ + +One line for each valve containing: +- ID label +- ID of start node +- ID of end node +- Diameter, inches (mm) +- Valve type +- Valve setting +- Minor loss coefficient + +__Remarks:__ +1. Valve types and settings include: +|Valve Type | Setting | +|-----------|---------| +|PRV (pressure reducing valve) | Pressure, psi (m) | +|PSV (pressure sustaining valve) | Pressure, psi (m) | +|PBV (pressure breaker valve) | Pressure, psi (m) | +|FCV (flow control valve) | Flow (flow units) | +|TCV (throttle control valve) | Loss Coefficient | +|GPV (general purpose valve) | ID of head loss curve | +2. Shutoff valves and check valves are considered to be part of a pipe, not a separate control valve component (see @ref PipesPage). +*/ diff --git a/doc/main.dox b/doc/main.dox index 2c31b76..b5c4d1c 100755 --- a/doc/main.dox +++ b/doc/main.dox @@ -1,8 +1,13 @@ /** @mainpage Overview -EPANET is a program that performs extended period simulation of hydraulic and water quality behavior within pressurized pipe networks. A network can consist of pipes, nodes (pipe junctions), pumps, valves and storage tanks or reservoirs. EPANET tracks the flow of water in each pipe, the pressure at each node, the height of water in each tank, and the concentration of a chemical species throughout the network during a multi-time period simulation. In addition to chemical species, water age and source tracing can also be simulated. The EPANET Programmer's Toolkit is a library of functions (or API) that allow programmers to customize the use of EPANET's hydraulic and water quality solution engine to their own applications. Both EPANET and its toolkit were originally developed and are currently maintained by the U.S. Environmental Protection Agency (USEPA). +EPANET is a program that performs extended period simulation of hydraulic and water quality behavior within water distribution system pipe networks. A network can consist of pipes, nodes (pipe junctions), pumps, valves and storage tanks or reservoirs. EPANET tracks the flow of water in each pipe, the pressure at each node, the height of water in each tank, and the concentration of a chemical species throughout the network during a multi-time period simulation. In addition to chemical species, water age and source tracing can also be simulated. The EPANET Programmer's Toolkit is a library of functions (or API) that allow programmers to customize the use of EPANET's hydraulic and water quality solution engine to their own applications. Both EPANET and its toolkit were originally developed and are currently maintained by the U.S. Environmental Protection Agency (USEPA). + + +
+@image html DistributionSystem.png +@image latex DistributionSystem.eps + The OWA-EPANET Toolkit is an open-source version of the original EPANET Toolkit that extends its capabilities by: - providing a full set of functions to set and retrieve values for all parameters contained in a network model - allowing networks to be built completely from function calls instead of from an input file @@ -10,6 +15,8 @@ The OWA-EPANET Toolkit is an open-source version of the original EPANET Toolkit - adding the ability to use pressure dependent demands in hydraulic analyses - producing more robust results with regard to hydraulic convergence, low/zero flow conditions, and water quality mass balance - achieving faster run times for single period hydraulic analyses. +
Before using the OWA-EPANET Toolkit one should be familiar with the way that EPANET represents a pipe network, the design and operating information it requires, and the steps it uses to simulate a network's behavior. The following topics provide some introductory material on these subjects: - @subpage DataModel "Network Data Model" @@ -18,15 +25,20 @@ Before using the OWA-EPANET Toolkit one should be familiar with the way that EPA More detailed information can be obtained from reading the EPANET 2 Users Manual. -__Note:__ OWA (Open Water Analytics) exists on GitHub as an open community for the exchange of information and ideas related to computing in the water & wastewater industries. It's activities and code projects are neither affiliated with nor endorsed by the USEPA. +__Note:__ OWA (Open Water Analytics) exists on GitHub as an open community for the exchange of information and ideas related to computing in the water & wastewater industries. It's activities and code projects are neither affiliated with nor endorsed by the USEPA. */ /** @page DataModel Network Data Model EPANET models a pipe network as a collection of links connected to nodes. The links represent pipes, pumps, and control valves. The nodes represent junctions, tanks, and reservoirs. The figure below illustrates how these objects can be connected to one another to form a network. + + + +
@image html Network.png @image latex Network.eps +
Junctions have a user-supplied water withdrawal rate (i.e., consumer demand) associated with them. Tanks are storage units whose water level changes over time. Reservoirs are boundary points where a fixed hydraulic head applies. @@ -60,8 +72,13 @@ for more information on EPANET's data model. @page DataFlow Data Flow Diagram The EPANET Toolkit contains separate code modules for network building, hydraulic analysis, water quality analysis, and report generation. The data flow diagram for analyzing a pipe network is shown below. The processing steps depicted in this diagram can be summarized as follows: + + + +
@image html DataFlow.png @image latex DataFlow.eps +
- The network builder receives a description of the network being simulated either from an external input file (.inp) or from a series of function calls that create network objects and assign their properties via code. These data are stored in a Project data structure. @@ -84,8 +101,8 @@ with single threaded applications. analyzed concurrently. Both toolkit versions utilize identical function names and argument lists with the following exceptions: -- Function names in the single-threaded library begin with `EN` while those in the multi-threaded -library begin with `EN_`. +- Function names in the single-threaded library begin with \b EN while those in the multi-threaded +library begin with \b EN_. - The multi-threaded functions contain an additional argument that references a particular network project that the function is applied to. - The multi-threaded library contains two additional functions that allow users to create and delete diff --git a/doc/modules.dox b/doc/modules.dox index 29b12e5..5a1bc80 100644 --- a/doc/modules.dox +++ b/doc/modules.dox @@ -59,8 +59,8 @@ These functions are used for working with rule-based controls. */ /** -@defgroup Constants Symbolic Constants -These are symbolic constants used as function arguments. +@defgroup Enumerations Enumerated Types +These are the toolkit's enumerated types whose members are used as function arguments. */ /** @@ -83,13 +83,13 @@ These are symbolic constants used as function arguments. @addtogroup Hydraulics @{ @fn int EN_solveH(EN_Project ph) -@fn int EN_usehydfile(EN_Project ph, char *filename) +@fn int EN_usehydfile(EN_Project ph, const char *filename) @fn int EN_openH(EN_Project ph) @fn int EN_initH(EN_Project ph, int initFlag) @fn int EN_runH(EN_Project ph, long *currentTime) @fn int EN_nextH(EN_Project ph, long *tStep) @fn int EN_saveH(EN_Project ph) -@fn int EN_savehydfile(EN_Project ph, char *filename) +@fn int EN_savehydfile(EN_Project ph, const char *filename) @fn int EN_closeH(EN_Project ph) @} */ @@ -262,13 +262,15 @@ These are symbolic constants used as function arguments. */ /** -@addtogroup Constants +@addtogroup Enumerations @{ -@file epanet2_enums.h +\enum EN_SizeLimits +\enum EN_ObjectType \enum EN_CountType \enum EN_NodeType \enum EN_LinkType \enum EN_PumpType +\enum EN_PumpStateType \enum EN_CurveType \enum EN_QualityType \enum EN_SourceType @@ -276,16 +278,17 @@ These are symbolic constants used as function arguments. \enum EN_HeadLossType \enum EN_NodeProperty \enum EN_LinkProperty +\enum EN_LinkStatusType \enum EN_TimeParameter \enum EN_Option \enum EN_FlowUnits \enum EN_DemandModel \enum EN_MixingModel -\enum EN_StatusReport \enum EN_StatisticType \enum EN_InitHydOption \enum EN_ActionCodeType \enum EN_AnalysisStatistic +\enum EN_StatusReport \enum EN_RuleObject \enum EN_RuleVariable \enum EN_RuleOperator @@ -293,40 +296,6 @@ These are symbolic constants used as function arguments. @} */ -/** -@defgroup Files File Descriptions - -These are the various files used by the Toolkit. - -@section InputFile Input File - -The Input file is a standard EPANET input data file that describes the system being analyzed. It can either be created external to the application being developed with the Toolkit or by the application itself. It is the first file name supplied to the @ref EN_open function. The format of the file is described in Appendix C of the EPANET 2 Users Manual. A project's data associated with its Input file remains accessible until the project is closed down with the @ref EN_close or deleted with @ref EN_deleteproject. - -@section ReportFile Report File - -The Report file is the second file name supplied to the @ref EN_open function (or the first file name to @ref EN_init). It is used to log any error messages that occur when the Input file is being processed and to record all status messages that are generated during a hydraulic simulation. In addition, if the @ref EN_report function is called the resulting report can also be written to this file as can user-generated lines of text using the @ref EN_writeline function. The format of the report is controlled by statements placed in the [REPORT] section of the Input file and by similar statements included in calls to the @ref EN_setreport function. Only results at a specified uniform reporting time interval are written to this file. - -To suppress the writing of all error and warning messages to the Report file either include the command `MESSAGES NO` in the [REPORT] section of the Input file or call the Toolkit function `EN_setreport("MESSAGES NO")`. - -To route a formatted report to a different file than the Report file either include the command `FILE filename` in the [REPORT] section of the Input file or call the Toolkit function `EN_setreport("FILE filename")`, where `filename` is the name of the file to use. - -Toolkit clients will not be able to access the contents of a Report file until a project is closed. If access is needed before then, the @ref EN_copyreport function can be used to copy its current contents to another file. A @ref EN_clearreport function is also available to clear the current contents of the Report file. - -@section OutputFile Output File - -The Output file is an unformatted binary file used to store both hydraulic and water quality results at uniform reporting intervals (see @ref OutFileFormat). It is the third file name supplied to the @ref EN_open function (or second name to @ref EN_init). If an empty string ("") is used as its name then a scratch temporary file will be used. Otherwise the Output file will be saved after the @ref EN_close function is called. Saving this file is useful if further post-processing of the output results are needed. The function @ref EN_saveH will transfer hydraulic results to the Output file if no water quality analysis will be made. Using @ref EN_solveQ to run a water quality analysis automatically saves both hydraulic and water quality results to this file. If the @ref EN_initQ - @ref EN_runQ - @ref EN_nextQ set of functions is used to perform a water quality analysis, then results will be saved only if the `saveflag` argument of @ref EN_initQ is set to @ref EN_SAVE. Again, the need to save results to the Output file is application-dependent. If a formatted output report is to be generated using @ref EN_report, then results must first be saved to the Output file. - -@section HydraulicsFile Hydraulics File -The Hydraulics file is an unformatted binary file used to store the results of a hydraulic analysis. Results for all time periods are stored, including those at intermediate times when special hydraulic events occur (e.g., pumps and tanks opening or closing because control conditions have been satisfied). - -Normally it is a temporary file that is deleted after the @ref EN_deleteproject function is called. However, it will be saved if the @ref EN_savehydfile function is called before that. - -Likewise, a previously saved Hydraulics file can be used if the command `HYDRAULICS USE` filename appears in the [OPTIONS] section of the input file, or if the @ref EN_usehydfile function is called. - -When the Toolkit function @ref EN_solveH is used to make a hydraulic analysis, results are automatically saved to the Hydraulics file. When the @ref EN_initH - @ref EN_runH - @ref EN_nextH set of functions is used, the `initFlag` argument to @ref EN_initH determines whether results are saved or not. The need to save hydraulic results is application-dependent. They must always be saved to the Hydraulics file if a water quality analysis will follow. - -*/ - /** @defgroup ErrorCodes Error Codes @@ -409,44 +378,3 @@ When the Toolkit function @ref EN_solveH is used to make a hydraulic analysis, r |6 | System has negative pressures - negative pressures occurred at one or more junctions with positive demand | */ - -/** -@defgroup Units Parameter Units - -| Parameter | US Customary | SI Metric | -|----------------|-------------------------|---------------------------| -|Concentration | mg/L or ug/L | mg/L or ug/L | -|Demand | (see Flow units) | (see Flow units) | -|Diameter (Pipes)| inches | millimeters | -|Diameter (Tanks)| feet | meters | -|Efficiency | percent | percent | -|Elevation | feet | meters | -|Emitter Coeff. | flow units @ 1 psi drop | flow units @ 1 meter drop | -|Energy | kwatt - hours | kwatt - hours | -|Flow | CFS (cubic feet / sec) | LPS (liters / sec) | -| | GPM (gallons / min) | LPM (liters / min) | -| | MGD (million gal / day) | MLD (megaliters / day) | -| | IMGD (Imperial MGD) | CMH (cubic meters / hr) | -| | AFD (acre-feet / day) | CMD (cubic meters / day) | -|Friction Factor | unitless | unitless | -|Head | feet | meters | -|Length | feet | meters | -|Minor Loss Coeff. | unitless | unitless | -|Power | horsepower | kwatts | -|Pressure | psi | meters | -|Reaction Coeff. (Bulk) | 1/day (1st-order)| 1/day (1st-order) | -|Reaction Coeff. (Wall) | mass/sq-ft/day (0-order) | mass/sq-m/day (0-order) | -| | ft/day (1st-order) | meters/day (1st-order) | -|Roughness Coeff. | millifeet (Darcy-Weisbach) unitless otherwise| mm (Darcy-Weisbach) unitless otherwise | -|Source Mass Injection | mass/minute | mass/minute | -|Velocity | ft/sec | meters/sec | -|Volume | cubic feet | cubic meters | -|Water Age | hours | hours | - -*/ - -/** -@defgroup OutFileFormat Output File Format - -*/ - diff --git a/doc/readme.md b/doc/readme.md new file mode 100644 index 0000000..3a3510a --- /dev/null +++ b/doc/readme.md @@ -0,0 +1,30 @@ + + +## Generating Documentation for OWA-EPANET 2.2 + +You must have [Doxygen](http://www.doxygen.nl) installed on your machine to generate documentation for the OWA-EPANET Toolkit. Assuming this is the case, open a terminal window, navigate to the project's **`doc`** directory and issue the command **`doxygen`**. This will generate HTML documentation placed in a sub-directory named **`html`**. From that directory you can launch the **`index.html`** file to view the full documentation in a web browser. + +To generate a Windows compiled HTML Help file you must have [Microsoft's HTML Help Workshop](https://www.microsoft.com/en-us/download/details.aspx?id=21138) installed. You then need to edit the Doxygen configuration file **`doxyfile`** as follows: + +1. Change the **`GENERATE_HTMLHELP`** setting to **`YES`**. + +2. Enter the location where the Help Workshop system was installed next to the + **`HHC_LOCATION`** setting. + +After running Doxygen again the resulting Help file named **`owa-epanet.chm`** will appear in the **`html`** sub-directory. + +Doxygen uses the special comments placed in the project's **`epanet2_2.h`** and **`epanet2_enums.h`** header files to document EPANET's API. It also uses supplementary material contained in the following files of the project's **`doc`** directory to generate additional pages of documentation: + +- **`main.dox`**: generates the *Overview* section. +- **`usage.dox`**: generates the *Usage* section. +- **`toolkit-examples.dox`** : generates the *Examples* section. +- **`toolkit-files.dox`**: generates the *Toolkit Files* section. +- **`input-file.dox`**: generates the *Input File* sub-section. +- **`toolkit-units.dox`**: generates the *Measurement Units* section. +- **`modules.dox`**: defines the contents of the *API Reference* section. + +Finally, a group of special Doxygen files are used to customize the format of the generated documentation. These include the following: +- **`doxyfile`**: the main Doxygen configuration file +- **`DoxygenLayout.xml`**: sets the title of the automatically generated *Modules* section to *API Reference* and hides the *Files* section in the tree view pane of the document. +- **`extrastylesheet.css`**: reduces the size of the the h1 heading style. +- **`newfooter.html`**: replaces the default Doxygen footer in HTML output with a custom one. diff --git a/doc/readme.txt b/doc/readme.txt deleted file mode 100644 index 081a5dd..0000000 --- a/doc/readme.txt +++ /dev/null @@ -1,61 +0,0 @@ -Generating Documentation for OWA-EPANET 2.2 -=========================================== - -You must have Doxygen (http://www.doxygen.nl/)installed on your machine to generate -documentation for OWA-EPANET's API (aka Toolkit). Assuming this is the case, open a -terminal window, navigate to the project's 'doc' directory and issue the command -'doxygen' to generate documentation in the following formats: - -- HTML documentation will be placed in the 'html' sub-directory. Launch 'index.html' - to view it in a web browser. - -- Latex documentation will be placed in the 'latex' sub-directory. Assuming you - have a TeX system, such as MikTex (https://miktex.org), installed on your machine - you can generate a PDF of the documentation by issuing the 'make pdf' command from - within the 'latex' directory. The resulting pdf file will be named 'refman.pdf'. - -To generate a Windows compiled HTML Help file you must have Microsoft's HTML Help Workshop -(https://www.microsoft.com/en-us/download/details.aspx?id=21138) installed. In this case -you need to first edit the Doxygen configuration file 'Doxyfile' as follows: - -1. Change the 'GENERATE_HTMLHELP' setting to 'YES'. - -2. Enter the location where the Help Workshop system was installed next to the - 'HHC_LOCATION' setting. - -After running 'doxygen' again the resulting Help file named 'owa-epanet.chm' will -appear in the 'html' sub-directory. - -Doxygen uses the special comments placed in the project's 'epanet2_2.h' and -'epanet2_enums.h' header files to document EPANET's API. It also uses supplementary -material contained in the following files of the project's 'doc' folder to generate -additional pages of documentation: - -main.dox - generates the Overview pages. - -toolkit-usage.dox: generates the Toolkit Usage page. - -toolkit-examples.dox : generates the Toolkit Examples pages. - -modules.dox: generates the Reference section of the document consisting of several - module pages that describe Toolkit functions by group, enumerated - constants, file descriptions, error codes, property units, and output - file format. - -output-format.dox: generates the pages that describe the format used in different - sections of the output file. - -Finally, a group of special Doxygen files are used to customize the format of the -generated documentation. These include the following: - -Doxyfile - the main Doxygen configuration file - -DoxygenLayout.xml - replaces the title "Modules" with "Reference" and hides the - "Files" section in the tree view pane of the document. - -extrastylesheet.css - reduces the size of the the h1 heading style. - -newfooter.html - replaces the default Doxygen footer in HTML output with a custom one. - -header.tex - replaces the standard title page and footer text used in Latex output. - \ No newline at end of file diff --git a/doc/toolkit-examples.dox b/doc/toolkit-examples.dox index 0d66e0d..b724bf7 100644 --- a/doc/toolkit-examples.dox +++ b/doc/toolkit-examples.dox @@ -12,9 +12,9 @@ Here are several examples of how the Toolkit can be used for different types of This example shows how simple it is for the Toolkit to provide a network analysis engine for other applications. There are three steps that the application would need to take: -# Have the application write network data to an EPANET-formatted input file. --# Create a project and call EN_runproject, supplying the name of the EPANET input file, the name of a Report file where status and error messages are written, and the name of a binary Output file which will contain analysis results. +-# Create a project and call @ref EN_runproject, supplying the name of the EPANET input file, the name of a Report file where status and error messages are written, and the name of a binary Output file which will contain analysis results. --# Have the application access the output file to display desired analysis results (see @ref OutFileFormat). +-# Have the application access the output file to display desired analysis results (see @ref OutFile). Here is an example where a callback function `writeConsole` is provided to write EPANET's progress messages to the console: @@ -44,7 +44,12 @@ need to always use an EPANET formatted input file. This creates opportunities to of network data in one's code, such as relational database files or GIS/CAD files. Below is a schematic of the network to be built. + + +
@image html Example2.png +@image latex Example2.eps +
\code {.c} #include "epanet2_2.h" @@ -174,7 +179,7 @@ double cl2dose(char *SourceID, double Ctarget) EN_solveH(ph); // Get the number of nodes and the source node's index - EN_getcount(ph, EN_NODES, &nnodes); + EN_getcount(ph, EN_NODECOUNT, &nnodes); EN_getnodeindex(ph, SourceID, &sourceindex); // Setup the system to analyze for chlorine diff --git a/doc/toolkit-files.dox b/doc/toolkit-files.dox new file mode 100644 index 0000000..acf2a85 --- /dev/null +++ b/doc/toolkit-files.dox @@ -0,0 +1,144 @@ +/** @page Files Toolkit Files +The Toolkit can make use of several different types of files when analyzing a pipe network. These include: +- @subpage InpFile "Input File" +- @subpage RptFile "Report File" +- @subpage OutFile "Output File" +- @subpage HydFile "Hydraulics File" +*/ + +/** +@page RptFile Report File +The Report file is the second file name supplied to the @ref EN_open function (or the first file name to @ref EN_init). It is used to log any error messages that occur when an Input file is being processed and to record all status messages that are generated during a hydraulic simulation. In addition, if the @ref EN_report function is called the resulting report can also be written to this file as can user-generated lines of text using the @ref EN_writeline function. The format of the report is controlled by statements placed in the @ref ReportPage section of the Input file and by similar statements included in calls to the @ref EN_setreport function. Only results at a specified uniform reporting time interval are written to this file. + +To suppress the writing of all error and warning messages to the Report file either include the command `MESSAGES NO` in the @ref ReportPage section of the Input file or call the Toolkit function `EN_setreport("MESSAGES NO")`. + +To route a formatted report to a different file than the Report file either include the command `FILE filename` in the @ref ReportPage section of the Input file or call the Toolkit function `EN_setreport("FILE filename")`, where `filename` is the name of the file to use. + +Toolkit clients will not be able to access the contents of a Report file until a project is closed. If access is needed before then, the @ref EN_copyreport function can be used to copy its current contents to another file. A @ref EN_clearreport function is also available to clear the current contents of the Report file. +*/ + +/** +@page OutFile Output File + +The Output file is an unformatted binary file used to store both hydraulic and water quality results at uniform reporting intervals. It is the third file name supplied to the @ref EN_open function (or second name to @ref EN_init). If an empty string ("") is used as its name then a scratch temporary file will be used. Otherwise the Output file will be saved after the @ref EN_close function is called. Saving this file is useful if further post-processing of the output results are needed. + +The function @ref EN_saveH will transfer hydraulic results to the Output file if no water quality analysis will be made. Using @ref EN_solveQ to run a water quality analysis automatically saves both hydraulic and water quality results to this file. If the @ref EN_initQ - @ref EN_runQ - @ref EN_nextQ set of functions is used to perform a water quality analysis, then results will be saved only if the \b saveflag argument of @ref EN_initQ is set to `EN_SAVE`. Again, the need to save results to the Output file is application-dependent. If a formatted output report is to be generated using @ref EN_report, then results must first be saved to the Output file. + +The data written to the file is either 4-byte integers, 4-byte floats, or fixed-size strings whose size is a multiple of 4 bytes. This allows the file to be divided conveniently into 4-byte records. The file consists of four sections of the following sizes in bytes: + +| Section | Size in Bytes | +|----------------|----------------------------------------| +|Prolog | 884 + 36*Nnodes + 52*Nlinks + 8*Ntanks | +|Energy Usage | 28*Npumps + 4 | +|Dynamic Results | (16*Nnodes + 32*Nlinks)*Nperiods | +|Epilog | 28 | + +where: +- Nnodes = number of nodes (junctions + reservoirs + tanks), +- Nlinks = number of links (pipes + pumps + valves), +- Ntanks = number of tanks and reservoirs, +- Npumps = number of pumps, +- Nperiods = number of reporting periods. + +All of these counts are themselves written to the file's Prolog or Epilog sections. + +@section Output_Prolog Prolog Section + +The Prolog section of an EPANET binary output file contains the following data: + +|Item | Type | # Bytes | +|----------------|-----------|-----------| +| Magic Number = 516114521 | Integer | 4 | +| Version (= 200) | Integer | 4 | +| Number of Nodes | Integer | 4 | +| Number of Reservoirs & Tanks | Integer | 4| +| Number of Links | Integer | 4 | +| Number of Pumps | Integer | 4 | +| Number of Valves | Integer | 4 | +| Water Quality Option - see @ref EN_QualityType | Integer | 4 | +| Traced Node Index | Integer | 4 | +| Flow Units Option | Integer | 4 | +| Pressure Units Option:
0 = psi
1 = meters
2 = kPa | Integer | 4 | +| Report Statistic Type - see @ref EN_StatisticType | Integer | 4 | +| Reporting Start Time (sec) | Integer | 4 | +| Reporting Time Step (sec) | Integer | 4 | +| Simulation Duration (sec) | Integer | 4 | +| Project Title (1st line) | Char | 80 | +| Project Title (2nd line) | Char | 80 | +| Project Title (3rd line) | Char | 80 | +| Name of Input File | Char | 260 | +| Name of Report File | Char | 260 | +| Name of Quality Chemical | Char | 32 | +| Chemical Concentration Units | Char | 32 | +| ID String of Each Node | Char | 32*Nnodes | +| ID String of Each Link | Char | 32*Nlinks | +| Index of Head Node of Each Link | Integer | 4*Nlinks | +| Index of Tail Node of Each Link | Integer | 4*Nlinks | +| Type Code of Each Link (see @ref EN_LinkType) | Integer | 4*Nlinks | +| Node Index of Each Tank | Integer | 4*Ntanks | +| Surface Area of Each Tank | Float | 4*Ntanks | +| Elevation of Each Node | Float | 4*Nnodes | +| Length of Each Link | Float | 4*Nlinks | +| Diameter of Each Link | Float | 4*Nlinks | + +@section Output_Energy Energy Usage Section + +The Energy Usage section of an EPANET binary output file contains the following data: + +|Item (Repeated for Each Pump) | Type | # Bytes | +|------------------------------|---------|---------| +| Pump Index in list of links | Integer | 4 | +| Pump Utilization (%) | Float | 4 | +| Average Efficiency (%) | Float | 4 | +| Average kW/MGal (or kW/m^3) | Float | 4 | +| Average kW | Float | 4 | +| Peak kW | Float | 4 | +| Average Cost per Day | Float | 4 | +| Peak Energy Usage (kWh) | Float | 4 | + +@section Output_Results Dynamic Results Section + +The Dynamic Results section of an EPANET binary output file contains the following set of data for each reporting period (the reporting time step is written to the Output File's @ref Output_Prolog and the number of such steps is written to the @ref Output_Epilog): + +| Item | Type | # Bytes | +|------|------|---------| +|Demand at Each Node | Float | 4*Nnodes | +|Head (Grade) at Each Node | Float | 4*Nnodes | +|Pressure at Each Node | Float | 4*Nnodes | +|Water Quality at Each Node | Float | 4*Nnodes | +|Flow in Each Link
(negative for reverse flow)| Float | 4*Nlinks | +|Velocity in Each Link | Float | 4*Nlinks | +|Head Loss per 1000 Units of Length for Each Link
(total head for pumps and head loss for valves) | Float | 4*Nlinks | +|Average Water Quality in Each Link | Float | 4*Nlinks | +| Status Code for Each Link:
0 = closed (pump shutoff head exceeded)
1 = temporarily closed
2 = closed
3 = open
4 = active (partially open)
5 = open (pump max. flow exceeded)
6 = open (FCV can't supply flow)
7 = open (PRV/PSV can't supply pressure) | Float | 4*Nlinks | +| Setting for Each Link | Float | 4*Nlinks | +|Reaction Rate for Each Link (mass/L/day) | Float | 4*Nlinks | +|Friction Factor for Each Link | Float | 4*Nlinks | + +@section Output_Epilog Epilog Section + +The Epilog section of an EPANET binary output file contains the following data: + +|Item | Type | # Bytes | +|-----|------|---------| +|Average bulk reaction rate (mass/hr) | Float | 4 | +|Average wall reaction rate (mass/hr) | Float | 4 | +|Average tank reaction rate (mass/hr) | Float | 4 | +|Average source inflow rate (mass/hr) | Float | 4 | +|Number of Reporting Periods | Integer | 4 | +|Warning Flag:
0 = no warnings
1 = warnings were generated | Integer | 4 | +|Magic Number = 516114521 | Integer | 4 | + +*/ + +/** +@page HydFile Hydraulics File +The Hydraulics file is an unformatted binary file used to store the results of a hydraulic analysis. Results for all time periods are stored, including those at intermediate times when special hydraulic events occur (e.g., pumps and tanks opening or closing because control conditions have been satisfied). + +Normally it is a temporary file that is deleted after the @ref EN_deleteproject function is called. However, it will be saved if the @ref EN_savehydfile function is called before that. + +Likewise, a previously saved Hydraulics file can be used if the command `HYDRAULICS USE` filename appears in the @ref OptionsPage section of the input file, or if the @ref EN_usehydfile function is called. + +When the Toolkit function @ref EN_solveH is used to make a hydraulic analysis, results are automatically saved to the Hydraulics file. When the @ref EN_initH - @ref EN_runH - @ref EN_nextH set of functions is used, the \b initFlag argument to @ref EN_initH determines whether results are saved or not. The need to save hydraulic results is application-dependent. They must always be saved to the Hydraulics file if a water quality analysis will follow. + +*/ diff --git a/doc/toolkit-units.dox b/doc/toolkit-units.dox new file mode 100644 index 0000000..d8bd3be --- /dev/null +++ b/doc/toolkit-units.dox @@ -0,0 +1,37 @@ + +/** +@page Units Measurement Units + +The toolkit can use data expressed in either US Customary of SI Metric units. A project's unit system depends on the unit system used for its choice of flow units. If the @ref EN_open function is used to supply data to a project from an Input File then its flow units are set in the @ref OptionsPage section of the file. If the @ref EN_init function is used to initialize a project then the choice of flow units is the fourth argument to the function. The following table lists the units used to express the various parameters in an EPANET model. + +| Parameter | US Customary | SI Metric | +|----------------|-------------------------|---------------------------| +|Concentration | mg/L or ug/L | mg/L or ug/L | +|Demand | (see Flow units) | (see Flow units) | +|Diameter (Pipes)| inches | millimeters | +|Diameter (Tanks)| feet | meters | +|Efficiency | percent | percent | +|Elevation | feet | meters | +|Emitter Coeff. | flow units @ 1 psi drop | flow units @ 1 meter drop | +|Energy | kwatt - hours | kwatt - hours | +|Flow | CFS (cubic feet / sec) | LPS (liters / sec) | +| | GPM (gallons / min) | LPM (liters / min) | +| | MGD (million gal / day) | MLD (megaliters / day) | +| | IMGD (Imperial MGD) | CMH (cubic meters / hr) | +| | AFD (acre-feet / day) | CMD (cubic meters / day) | +|Friction Factor | unitless | unitless | +|Head | feet | meters | +|Length | feet | meters | +|Minor Loss Coeff. | unitless | unitless | +|Power | horsepower | kwatts | +|Pressure | psi | meters | +|Reaction Coeff. (Bulk) | 1/day (1st-order)| 1/day (1st-order) | +|Reaction Coeff. (Wall) | mass/sq-ft/day (0-order) | mass/sq-m/day (0-order) | +| | ft/day (1st-order) | meters/day (1st-order) | +|Roughness Coeff. | millifeet (Darcy-Weisbach) unitless otherwise| mm (Darcy-Weisbach) unitless otherwise | +|Source Mass Injection | mass/minute | mass/minute | +|Velocity | ft/sec | meters/sec | +|Volume | cubic feet | cubic meters | +|Water Age | hours | hours | + +*/ diff --git a/doc/toolkit-usage.dox b/doc/toolkit-usage.dox index db1a8a3..6081e9b 100644 --- a/doc/toolkit-usage.dox +++ b/doc/toolkit-usage.dox @@ -5,8 +5,7 @@ The following topics briefly describe how to accomplish some basic tasks using t @section CreateProject Creating a Project -Before any use is made of the Toolkit, a project and its handle must be created. After all processing is -completed the project should be deleted. See the code snippet below: +Before any use is made of the Toolkit, a project and its handle must be created. After all processing is completed the project should be deleted. See the code snippet below: \code {.c} EN_Project ph; // a project handle @@ -20,6 +19,7 @@ EN_deleteproject(&ph); @section DetectingErrors Detecting Error Conditions All of the Toolkit functions return an error/warning code. A 0 indicates that the function ran successfully. A number greater than 0 but less than 100 indicates that a warning condition was generated while a number higher than 100 indicates that the function failed. + The meaning of specific error and warning codes are listed in the @ref ErrorCodes and @ref WarningCodes sections of this guide. The Toolkit function @ref EN_geterror can be used to obtain the text of a specific error/warning code. The following example uses a macro named `ERRCODE` along with a variable named `errcode` to execute Toolkit commands only if no fatal errors have already been detected: \code {.c} @@ -41,7 +41,7 @@ void runHydraulics(EN_Project ph, char *inputFile, char *reportFile) @section NetworkData Providing Network Data -Once a project is created there are two ways in which it can be populated with data. The first is to use the @ref EN_open function to load an EPANET-formatted input file that provides a description of the network to be analyzed. The format of this file is described in Appendix C of the EPANET 2 Users Manual. This function should be called immediately after a project is created. It takes as arguments the name of the input file to open and the names of a report file and a binary output file, both of which are optional. Here is a code sample showing this approach: +Once a project is created there are two ways in which it can be populated with data. The first is to use the @ref EN_open function to load an EPANET-formatted @ref InpFile that provides a description of the network to be analyzed. This function should be called immediately after a project is created. It takes as arguments the name of the input file to open and the names of a report file and a binary output file, both of which are optional. Here is a code sample showing this approach: \code {.c} EN_Project ph; @@ -57,7 +57,7 @@ EN_deleteproject(&ph); After an input file has been loaded in this fashion the resulting network can have objects added or deleted, and their properties set using the various Toolkit functions . -The second method for supplying network data to a project is to use the Toolkit's functions to add objects and to set their properties via code. In this case the @ref EN_init function should be called immediately after creating a project, passing in the names of a report and binary output files (both optional) as well as the choices of flow units and head loss formulas to use. After that the various `EN_add` functions, such as @ref EN_addnode, @ref EN_addlink, @ref EN_addpattern, @ref EN_addcontrol, etc., can be called to add new objects to the network. Here is a partial example of constructing a network from code: +The second method for supplying network data to a project is to use the Toolkit's functions to add objects and to set their properties via code. In this case the @ref EN_init function should be called immediately after creating a project, passing in the names of a report and binary output files (both optional) as well as the choices of flow units and head loss formulas to use. After that the various \b EN_add functions, such as @ref EN_addnode, @ref EN_addlink, @ref EN_addpattern, @ref EN_addcontrol, etc., can be called to add new objects to the network. Here is a partial example of constructing a network from code: \code {.c} int index; @@ -70,11 +70,11 @@ EN_addlink(ph, "P1", EN_PIPE, "J1", "J2", &index); // additional function calls to complete building the network \endcode -See the @ref Example2 for a more complete example. The labels used to name objects cannot contain spaces, semi-colons, or double quotes nor exceed @ref EN_MAXID characters in length. While adding objects their properties can be set as described in the next section. Attemtping to change a network's structure by adding or deleting nodes and links while the Toolkit's hydraulic or water quality solvers are open will result in an error condition. +See the @ref Example2 for a more complete example. The labels used to name objects cannot contain spaces, semi-colons, or double quotes nor exceed @ref EN_SizeLimits "EN_MAXID" characters in length. While adding objects their properties can be set as described in the next section. Attemtping to change a network's structure by adding or deleting nodes and links while the Toolkit's hydraulic or water quality solvers are open will result in an error condition. @section Properties Setting Object Properties -The Toolkit contains several functions for retrieving and setting the properties of a network's objects and its analysis options. The names of retrieval functions all begin with `EN_get` (e.g., @ref EN_getnodevalue, @ref EN_getoption, etc.) while the functions used for setting parameter values begin with `EN_set` (e.g., @ref EN_setnodevalue, @ref EN_setoption, etc.). +The Toolkit contains several functions for retrieving and setting the properties of a network's objects and its analysis options. The names of retrieval functions all begin with \b EN_get (e.g., @ref EN_getnodevalue, @ref EN_getoption, etc.) while the functions used for setting parameter values begin with \b EN_set (e.g., @ref EN_setnodevalue, @ref EN_setoption, etc.). Most of these functions use an index number to refer to a specific network component (such as a node, link, time pattern or data curve). This number is simply the position of the component in the list of all components of similar type (e.g., node 10 is the tenth node, starting from 1, in the network) and is not the same as the ID label assigned to the component. A series of functions exist to determine a component's index number given its ID label (see @ref EN_getnodeindex, @ref EN_getlinkindex, @ref EN_getpatternindex, and @ref EN_getcurveindex). Likewise, functions exist to retrieve a component's ID label given its index number (see @ref EN_getlinkid, @ref EN_getnodeid, @ref EN_getpatternid, and @ref EN_getcurveid). The @ref EN_getcount function can be used to determine the number of different components in the network. Be aware that a component's index can change as elements are added or deleted from the network. The @ref EN_addnode and @ref EN_addlink functions return the index of the newly added node or link as a convenience for immediately setting their properties. @@ -102,7 +102,7 @@ There are two ways to use the Toolkit to run a hydraulic analysis: Method 1 is useful if you only want to run a single hydraulic analysis, perhaps to provide input to a water quality analysis. With this method hydraulic results are always saved to an intermediate hydraulics file at every time step. -Method 2 must be used if you need to access results between time steps or if you wish to run many analyses efficiently. To accomplish the latter, you would make only one call to `EN_openH` to begin the process, then make successive calls to `EN_initH` - `EN_runH` - `EN_nextH` to perform each analysis, and finally call EN_closeH to close down the hydraulics system. An example of this is shown below (calls to `EN_nextH` are not needed because we are only making a single period analysis in this example). +Method 2 must be used if you need to access results between time steps or if you wish to run many analyses efficiently. To accomplish the latter, you would make only one call to \b EN_openH to begin the process, then make successive calls to EN_initH - EN_runH - EN_nextH to perform each analysis, and finally call \b EN_closeH to close down the hydraulics system. An example of this is shown below (calls to \b EN_nextH are not needed because we are only making a single period analysis in this example). \code {.c} void runHydraulics(EN_Project ph, int nRuns) @@ -130,7 +130,7 @@ void runHydraulics(EN_Project ph, int nRuns) As with a hydraulic analysis, there are two ways to carry out a water quality analysis: -# Use the @ref EN_solveQ function to run a complete extended period analysis, without having access to intermediate results. A complete set of hydraulic results must have been generated either from running a hydraulic analysis or from importing a saved hydraulics file from a previous run. --# Use the @ref EN_openQ - @ref EN_initQ - @ref EN_runQ - @ref EN_nextQ - @ref EN_closeQ series of functions to step through the simulation one hydraulic time step at a time. (Replacing `EN_nextQ` with @ref EN_stepQ will step through one water quality time step at a time.) +-# Use the @ref EN_openQ - @ref EN_initQ - @ref EN_runQ - @ref EN_nextQ - @ref EN_closeQ series of functions to step through the simulation one hydraulic time step at a time. (Replacing @ref EN_nextQ with @ref EN_stepQ will step through one water quality time step at a time.) The second option can either be carried out after a hydraulic analysis has been run or simultaneously as hydraulics are being computed. Example code for these two alternatives is shown below: @@ -179,13 +179,13 @@ int runConcurrentQuality(EN_Project ph) The @ref EN_getnodevalue and @ref EN_getlinkvalue functions can also be used to retrieve the results of hydraulic and water quality simulations. The computed parameters (and their Toolkit codes) that can be retrieved are as follows: |For Nodes: | For Links: | |----------------------------------- | ----------------------------------------- | -|`EN_DEMAND` (demand) |`EN_FLOW` (flow rate) | -|`EN_HEAD` (hydraulic head) |`EN_VELOCITY` (flow velocity) | -|`EN_PRESSURE` (pressure) |`EN_HEADLOSS` (head loss) | -|`EN_TANKLEVEL` (tank water level) |`EN_STATUS` (link status) | -|`EN_TANKVOLUME` (tank water volume) |`EN_SETTING` (pump speed or valve setting) | -|`EN_QUALITY` (water quality) |`EN_ENERGY` (pump energy usage) | -|`EN_SOURCEMASS` (source mass inflow)|`EN_PUMP_EFFIC` (pump efficiency) | +|\b EN_DEMAND (demand) |\b EN_FLOW (flow rate) | +|\b EN_HEAD (hydraulic head) |\b EN_VELOCITY (flow velocity) | +|\b EN_PRESSURE (pressure) |\b EN_HEADLOSS (head loss) | +|\b EN_TANKLEVEL (tank water level) |\b EN_STATUS (link status) | +|\b EN_TANKVOLUME (tank water volume) |\b EN_SETTING (pump speed or valve setting) | +|\b EN_QUALITY (water quality) |\b EN_ENERGY (pump energy usage) | +|\b EN_SOURCEMASS (source mass inflow)|\b EN_PUMP_EFFIC (pump efficiency) | The following code shows how to retrieve the pressure at each node of a network after each time step of a hydraulic analysis (`writetofile` is a user-defined function that will write a record to a file): \code {.c} @@ -197,9 +197,9 @@ void getPressures(EN_Project ph) char id[EN_MAXID + 1]; EN_getcount(ph, EN_NODECOUNT, &numNodes); EN_openH(ph); - ENinitH(ph, EN_NOSAVE); + EN_initH(ph, EN_NOSAVE); do { - ENrunH(ph, &t); + EN_runH(ph, &t); for (i = 1; i <= NumNodes; i++) { EN_getnodevalue(ph, i, EN_PRESSURE, &p); EN_getnodeid(ph, i, id); @@ -207,11 +207,11 @@ void getPressures(EN_Project ph) } EN_nextH(&tStep); } while (tStep > 0); - ENcloseH(ph); + EN_closeH(ph); } \endcode -@section report Writing a Report +@section report Producing a Report The Toolkit has some built-in capabilities to produce formatted output results saved to a file. More specialized reporting needs can always be handled by writing custom code. @@ -229,7 +229,7 @@ void reportPressureVariation(EN_Project ph) // Define contents of the report EN_resetreport(ph); - ENsetreport(ph, "FILE myfile.rpt"); + EN_setreport(ph, "FILE myfile.rpt"); EN_setreport(ph, "NODES ALL"); EN_setreport(ph, "PRESSURE PRECISION 1"); EN_setreport(ph, "PRESSURE ABOVE 20"); diff --git a/include/epanet2_2.h b/include/epanet2_2.h index 1ddd535..5fdcee6 100644 --- a/include/epanet2_2.h +++ b/include/epanet2_2.h @@ -11,7 +11,7 @@ Authors: see AUTHORS Copyright: see AUTHORS License: see LICENSE - Last Updated: 03/17/2019 + Last Updated: 05/30/2019 ****************************************************************************** */ @@ -91,7 +91,7 @@ typedef struct Project *EN_Project; } \endcode It would be passed into EN_runproject as `&writeConsole`. If this feature is not needed then - the pviewprog argument should be NULL. + the pviewprog argument should be `NULL`. */ int DLLEXPORT EN_runproject(EN_Project ph, const char *inpFile, const char *rptFile, const char *outFile, void (*pviewprog)(char *)); @@ -292,7 +292,7 @@ typedef struct Project *EN_Project; @return an error or warning code. This function is used in a loop with ::EN_nextH to run an extended period hydraulic - simulation. This process automatically updates the simulation clock time so currentTime + simulation. This process automatically updates the simulation clock time so \b currentTime should be treated as a read-only variable. ::EN_initH must have been called prior to running the ::EN_runH - ::EN_nextH loop. @@ -312,7 +312,7 @@ typedef struct Project *EN_Project; This function is used in a loop with ::EN_runH to run an extended period hydraulic simulation. - The value of tstep should be treated as a read-only variable. It is automatically + The value of \b tstep should be treated as a read-only variable. It is automatically computed as the smaller of: - the time interval until the next hydraulic time step begins - the time interval until the next reporting time step begins @@ -361,7 +361,7 @@ typedef struct Project *EN_Project; Before calling this function hydraulic results must have been generated and saved by having called ::EN_solveH or the ::EN_initH - ::EN_runH - ::EN_nextH sequence with the initflag - argument of ::EN_initH set to `EN_SAVE` or `EN_SAVE_AND_INIT`. + argument of ::EN_initH set to \b EN_SAVE or \b EN_SAVE_AND_INIT. */ int DLLEXPORT EN_savehydfile(EN_Project ph, const char *filename); @@ -416,15 +416,15 @@ typedef struct Project *EN_Project; /** @brief Initializes a network prior to running a water quality analysis. - @param ph n EPANET project handle. - @param saveFlag set to `EN_SAVE` (1) if results are to be saved to the project's - binary output file, or to `EN_NOSAVE` (0) if not. + @param ph an EPANET project handle. + @param saveFlag set to \b EN_SAVE (1) if results are to be saved to the project's + binary output file, or to \b EN_NOSAVE (0) if not. @return an error code. Call ::EN_initQ prior to running a water quality analysis using ::EN_runQ in conjunction with either ::EN_nextQ or ::EN_stepQ. - ::EN_openQ must have been called prior to calling EN_initQ. + ::EN_openQ must have been called prior to calling ::EN_initQ. Do not call ::EN_initQ if a complete water quality analysis will be made using ::EN_solveQ. */ @@ -463,7 +463,7 @@ typedef struct Project *EN_Project; time step determined by when the next hydraulic event occurs. Use ::EN_stepQ instead if you wish to generate results over each water quality time step. - The value of `tStep` is determined from information produced by the hydraulic analysis + The value of \b tStep is determined from information produced by the hydraulic analysis that preceded the water quality analysis. Treat it as a read-only variable. Example: @@ -494,8 +494,8 @@ typedef struct Project *EN_Project; quality time step of the simulation, rather than over each hydraulic event period as with ::EN_nextQ. - Use the argument `timeLeft` to determine when no more calls to ::EN_runQ are needed - because the end of the simulation period has been reached (i.e., when `timeLeft = 0`). + Use the argument \b timeLeft to determine when no more calls to ::EN_runQ are needed + because the end of the simulation period has been reached (i.e., when \b timeLeft = 0). */ int DLLEXPORT EN_stepQ(EN_Project ph, long *timeLeft); @@ -580,8 +580,8 @@ typedef struct Project *EN_Project; @param format a report formatting command. @return an error code - Acceptable report formatting commands are described in Appendix C of the - EPANET 2 Users Manual. + Acceptable report formatting commands are described in the @ref ReportPage section of + the @ref InpFile topic. Formatted results of a simulation can be written to a project's report file using the ::EN_report function. @@ -596,15 +596,15 @@ typedef struct Project *EN_Project; Status reporting writes changes in the hydraulics status of network elements to a project's report file as a hydraulic simulation unfolds. There are three levels - of reporting: `EN_NO_REPORT` (no status reporting), `EN_NORMAL_REPORT` (normal - reporting) `EN_FULL_REPORT` (full status reporting). + of reporting: \b EN_NO_REPORT (no status reporting), \b EN_NORMAL_REPORT (normal + reporting) \b EN_FULL_REPORT (full status reporting). The full status report contains information at each trial of the solution to the system hydraulic equations at each time step of a simulation. It is useful mainly for debugging purposes. If many hydraulic analyses will be run in the application it is recommended that - status reporting be turned off (`level = EN_NO_REPORT`). + status reporting be turned off (level = EN_NO_REPORT). */ int DLLEXPORT EN_setstatusreport(EN_Project ph, int level); @@ -625,7 +625,7 @@ typedef struct Project *EN_Project; @param maxLen maximum number of characters that errmsg can hold @return an error code - Error message strings should be at least @ref EN_MAXMSG characters in length. + Error message strings should be at least @ref EN_SizeLimits "EN_MAXMSG" characters in length. */ int DLLEXPORT EN_geterror(int errcode, char *errmsg, int maxLen); @@ -719,7 +719,7 @@ typedef struct Project *EN_Project; @brief Retrieves the type of water quality analysis to be run. @param ph an EPANET project handle. @param[out] qualType the type of analysis to run (see @ref EN_QualityType). - @param[out] traceNode the index of node being traced, if `qualType = EN_TRACE`. + @param[out] traceNode the index of node being traced, if qualType = EN_TRACE. @return an error code. */ int DLLEXPORT EN_getqualtype(EN_Project ph, int *qualType, int *traceNode); @@ -730,7 +730,7 @@ typedef struct Project *EN_Project; @param qualType the type of analysis to run (see @ref EN_QualityType). @param chemName the name of the quality constituent. @param chemUnits the concentration units of the constituent. - @param traceNode the ID name of the node being traced if `qualType = EN_TRACE`. + @param traceNode the ID name of the node being traced if qualType = EN_TRACE. @return an error code. Chemical name and units can be an empty string if the analysis is not for a chemical. @@ -766,9 +766,9 @@ typedef struct Project *EN_Project; @param actionCode the action taken if any control contains the node and its links. @return an error code. - If `actionCode` is `EN_UNCONDITIONAL` then the node, its incident links and all + If \b actionCode is \b EN_UNCONDITIONAL then the node, its incident links and all simple and rule-based controls that contain them are deleted. If set to - `EN_CONDITIONAL` then the node is not deleted if it or its incident links appear + \b EN_CONDITIONAL then the node is not deleted if it or its incident links appear in any controls and error code 261 is returned. */ @@ -790,7 +790,7 @@ typedef struct Project *EN_Project; @param[out] id the node's ID name. @return an error code - The ID name must be sized to hold at least @ref EN_MAXID characters. + The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getnodeid(EN_Project ph, int index, char *id); @@ -801,7 +801,7 @@ typedef struct Project *EN_Project; @param newid the new ID name for the node. @return an error code. - The ID name must not be longer than @ref EN_MAXID characters. + The ID name must not be longer than @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_setnodeid(EN_Project ph, int index, char *newid); @@ -906,7 +906,7 @@ typedef struct Project *EN_Project; @param[out] pexp Pressure exponent in demand function. @return an error code. - Parameters `pmin`, `preq`, and `pexp` are only used when the demand model is `EN_PDA`. + Parameters pmin, preq, and \b pexp are only used when the demand model is \b EN_PDA. */ int DLLEXPORT EN_getdemandmodel(EN_Project ph, int *type, double *pmin, double *preq, double *pexp); @@ -920,15 +920,15 @@ typedef struct Project *EN_Project; @param pexp Pressure exponent in demand function. @return an error code. - Set `type` to `EN_DDA` for a traditional demand driven analysis (in which case the - remaining three parameter values are ignored) or to `EN_PDA` for a pressure driven + Set \b type to \b EN_DDA for a traditional demand driven analysis (in which case the + remaining three parameter values are ignored) or to \b EN_PDA for a pressure driven analysis. In the latter case a node's demand is computed as: > `Dfull * [ (P - pmin) / (preq - pmin) ] ^ pexp` where `Dfull` is the full demand and `P` is the current pressure. - Setting `preq` equal to `pmin` will result in a solution with the smallest amount of + Setting \b preq equal to \b pmin will result in a solution with the smallest amount of demand reductions needed to insure that no node delivers positive demand at a pressure - below `pmin`. + below \b pmin. */ int DLLEXPORT EN_setdemandmodel(EN_Project ph, int type, double pmin, double preq, double pexp); @@ -1035,7 +1035,7 @@ typedef struct Project *EN_Project; @param[out] demandName The name of the selected category. @return an error code. - `demandName` must be sized to contain at least @ref EN_MAXID characters. + \b demandName must be sized to contain at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getdemandname(EN_Project ph, int nodeIndex, int demandIndex, char *demandName); @@ -1047,7 +1047,7 @@ typedef struct Project *EN_Project; @param demandName the new name assigned to the category. @return Error code. - The category name must contain no more than @ref EN_MAXID characters. + The category name must contain no more than @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_setdemandname(EN_Project ph, int nodeIndex, int demandIdx, char *demandName); @@ -1067,13 +1067,18 @@ typedef struct Project *EN_Project; @param[out] index the index of the newly added link. @return an error code. - A new pipe is assigned a diameter of 10 inches (or 254 mm), a length of 100 - feet (or meters), a roughness coefficient of 100 and 0 for all other properties. + A new pipe is assigned a diameter of 10 inches (254 mm) and a length of 330 + feet (~ 100 meters). Its roughness coefficient depends on the head loss formula in effect (see @ref EN_HeadLossType) as follows: + - Hazen-Williams formula: 130 + - Darcy-Weisbach formula: 0.5 millifeet (0.15 mm) + - Chezy-Manning formula: 0.01 + + All other pipe properties are set to 0. - A new pump has a status of `EN_OPEN`, a speed setting of 1, and has no pump + A new pump has a status of \b EN_OPEN, a speed setting of 1, and has no pump curve or power rating assigned to it. - A new valve has a diameter of 10 inches (or 254 mm) and all other properties set to 0. + A new valve has a diameter of 10 inches (254 mm) and all other properties set to 0. See @ref EN_LinkProperty. */ @@ -1087,8 +1092,8 @@ typedef struct Project *EN_Project; @param actionCode The action taken if any control contains the link. @return an error code. - If `actionCode` is `EN_UNCONDITIONAL` then the link and all simple and rule-based - controls that contain it are deleted. If set to `EN_CONDITIONAL` then the link + If \b actionCode is \b EN_UNCONDITIONAL then the link and all simple and rule-based + controls that contain it are deleted. If set to \b EN_CONDITIONAL then the link is not deleted if it appears in any control and error 261 is returned. */ int DLLEXPORT EN_deletelink(EN_Project ph, int index, int actionCode); @@ -1109,7 +1114,7 @@ typedef struct Project *EN_Project; @param[out] id The link's ID name. @return an error code. - The ID name must be sized to hold at least @ref EN_MAXID characters. + The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getlinkid(EN_Project ph, int index, char *id); @@ -1120,7 +1125,7 @@ typedef struct Project *EN_Project; @param newid the new ID name for the link. @return Error code. - The ID name must not be longer than @ref EN_MAXID characters. + The ID name must not be longer than @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_setlinkid(EN_Project ph, int index, char *newid); @@ -1141,9 +1146,9 @@ typedef struct Project *EN_Project; @param actionCode the action taken if any controls contain the link. @return an error code. - If `actionCode` is `EN_UNCONDITIONAL` then all simple and rule-based controls that + If \b actionCode is \b EN_UNCONDITIONAL then all simple and rule-based controls that contain the link are deleted when the link's type is changed. If set to - `EN_CONDITIONAL` then the type change is cancelled if the link appears in any + \b EN_CONDITIONAL then the type change is cancelled if the link appears in any control and error 261 is returned. */ int DLLEXPORT EN_setlinktype(EN_Project ph, int *index, int linkType, int actionCode); @@ -1281,7 +1286,7 @@ typedef struct Project *EN_Project; @param[out] id the time pattern's ID name. @return an error code. - The ID name must be sized to hold at least @ref EN_MAXID characters. + The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getpatternid(EN_Project ph, int index, char *id); @@ -1292,7 +1297,7 @@ typedef struct Project *EN_Project; @param id the time pattern's new ID name. @return an error code. - The new ID name must not exceed @ref EN_MAXID characters. + The new ID name must not exceed @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_setpatternid(EN_Project ph, int index, char *id); @@ -1342,7 +1347,7 @@ typedef struct Project *EN_Project; @param len the number of factor values supplied. @return an error code. - `values` is a zero-based array that contains `len` elements. + \b values is a zero-based array that contains \b len elements. Use this function to redefine (and resize) a time pattern all at once; use @ref EN_setpatternvalue to revise pattern factors one at a time. @@ -1389,7 +1394,7 @@ typedef struct Project *EN_Project; @param[out] id the curve's ID name. @return an error code. - The ID name must be sized to hold at least @ref EN_MAXID characters. + The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getcurveid(EN_Project ph, int index, char *id); @@ -1400,7 +1405,7 @@ typedef struct Project *EN_Project; @param id the data curve's new ID name. @return an error code. - The new ID name must not exceed @ref EN_MAXID characters. + The new ID name must not exceed @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_setcurveid(EN_Project ph, int index, char *id); @@ -1458,7 +1463,7 @@ typedef struct Project *EN_Project; The calling program is responsible for making `xValues` and `yValues` large enough to hold `nPoints` number of data points and for sizing `id` to hold at least - @ref EN_MAXID characters. + @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getcurve(EN_Project ph, int index, char* id, int *nPoints, double *xValues, double *yValues); @@ -1472,7 +1477,7 @@ typedef struct Project *EN_Project; @param nPoints the new number of data points for the curve. @return an error code. - `xValues` and `yValues` are zero-based arrays that contains `nPoints` elements. + \b xValues and \b yValues are zero-based arrays that contains \b nPoints elements. Use this function to redefine (and resize) a curve all at once; use @ref EN_setcurvevalue to revise a curve's data points one at a time. @@ -1493,7 +1498,7 @@ typedef struct Project *EN_Project; @param linkIndex the index of a link to control (starting from 1). @param setting control setting applied to the link. @param nodeIndex index of the node used to control the link - (0 for `EN_TIMER` and `EN_TIMEOFDAY` controls). + (0 for \b EN_TIMER and \b EN_TIMEOFDAY controls). @param level action level (tank level, junction pressure, or time in seconds) that triggers the control. @param[out] index index of the new control. @@ -1518,7 +1523,7 @@ typedef struct Project *EN_Project; @param[out] linkIndex the index of the link being controlled. @param[out] setting the control setting applied to the link. @param[out] nodeIndex the index of the node used to trigger the control - (0 for `EN_TIMER` and `EN_TIMEOFDAY` controls). + (0 for \b EN_TIMER and \b EN_TIMEOFDAY controls). @param[out] level the action level (tank level, junction pressure, or time in seconds) that triggers the control. @return an error code. @@ -1534,7 +1539,7 @@ typedef struct Project *EN_Project; @param linkIndex the index of the link being controlled. @param setting the control setting applied to the link. @param nodeIndex the index of the node used to trigger the control - (0 for `EN_TIMER` and `EN_TIMEOFDAY` controls). + (0 for \b EN_TIMER and \b EN_TIMEOFDAY controls). @param level the action level (tank level, junction pressure, or time in seconds) that triggers the control. @return an error code. @@ -1555,8 +1560,8 @@ typedef struct Project *EN_Project; @param rule text of the rule following the format used in an EPANET input file. @return an error code. - Consult Appendix C of the EPANET 2 Users Manual - to learn about a rule's format. Each clause of the rule must end with a newline character `\n`. + Consult the @ref RulesPage section of the @ref InpFile topic to learn about a + rule's format. Each clause of the rule must end with a newline character `\n`. */ int DLLEXPORT EN_addrule(EN_Project ph, char *rule); @@ -1588,7 +1593,7 @@ typedef struct Project *EN_Project; @param[out] id the rule's ID name. @return Error code. - The ID name must be sized to hold at least @ref EN_MAXID characters. + The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters. */ int DLLEXPORT EN_getruleID(EN_Project ph, int index, char* id); @@ -1598,7 +1603,7 @@ typedef struct Project *EN_Project; @param ruleIndex the rule's index (starting from 1). @param premiseIndex the position of the premise in the rule's list of premises (starting from 1). - @param[out] logop the premise's logical operator (`IF` = 1, `AND` = 2, `OR` = 3). + @param[out] logop the premise's logical operator ( \b IF = 1, \b AND = 2, \b OR = 3 ). @param[out] object the type of object the premise refers to (see @ref EN_RuleObject). @param[out] objIndex the index of the object (e.g. the index of a tank). @param[out] variable the object's variable being compared (see @ref EN_RuleVariable). @@ -1617,7 +1622,7 @@ typedef struct Project *EN_Project; @param ph an EPANET project handle. @param ruleIndex the rule's index (starting from 1). @param premiseIndex the position of the premise in the rule's list of premises. - @param logop the premise's logical operator (`IF` = 1, `AND` = 2, `OR` = 3). + @param logop the premise's logical operator ( \b IF = 1, \b AND = 2, \b OR = 3 ). @param object the type of object the premise refers to (see @ref EN_RuleObject). @param objIndex the index of the object (e.g. the index of a tank). @param variable the object's variable being compared (see @ref EN_RuleVariable). diff --git a/include/epanet2_enums.h b/include/epanet2_enums.h index 52a4eb4..58870ec 100644 --- a/include/epanet2_enums.h +++ b/include/epanet2_enums.h @@ -9,7 +9,7 @@ Authors: see AUTHORS Copyright: see AUTHORS License: see LICENSE - Last Updated: 04/03/2019 + Last Updated: 05/30/2019 ****************************************************************************** */ @@ -20,14 +20,20 @@ // --- Define the EPANET toolkit constants -#define EN_MAXID 31 //!< Max. # characters in ID name -#define EN_MAXMSG 255 //!< Max. # characters in message text +/// Size Limts +/** +Limits on the size of character arrays used to store ID names +and text messages. +*/ +typedef enum { + EN_MAXID = 31, //!< Max. # characters in ID name + EN_MAXMSG = 255 //!< Max. # characters in message text +} EN_SizeLimits; /// Node properties /** -These node properties can be accessed with @ref EN_getnodevalue and -@ref EN_setnodevalue. Those marked as read only are computed values that can -only be retrieved. +These node properties are used with @ref EN_getnodevalue and @ref EN_setnodevalue. +Those marked as read only are computed values that can only be retrieved. */ typedef enum { EN_ELEVATION = 0, //!< Elevation @@ -60,7 +66,7 @@ typedef enum { /// Link properties /** -These link properties can be accessed with @ref EN_getlinkvalue and @ref EN_setlinkvalue. +These link properties are used with @ref EN_getlinkvalue and @ref EN_setlinkvalue. Those marked as read only are computed values that can only be retrieved. */ typedef enum { @@ -91,7 +97,7 @@ typedef enum { /// Time parameters /** -These time parameters are accessed using @ref EN_gettimeparam and@ref EN_settimeparam. +These time-related options are used with @ref EN_gettimeparam and@ref EN_settimeparam. All times are expressed in seconds The parameters marked as read only are computed values that can only be retrieved. */ @@ -130,7 +136,7 @@ typedef enum { /// Types of network objects /** -A network model is composed of these types of objects. +The types of objects that comprise a network model. */ typedef enum { EN_NODE = 0, //!< Nodes @@ -152,10 +158,10 @@ typedef enum { EN_PATCOUNT = 3, //!< Number of time patterns EN_CURVECOUNT = 4, //!< Number of data curves EN_CONTROLCOUNT = 5, //!< Number of simple controls - EN_RULECOUNT = 6 //!< Number of rule-based controls + EN_RULECOUNT = 6 //!< Number of rule-based controls } EN_CountType; -/// Types of nodes +/// Node Types /** These are the different types of nodes that can be returned by calling @ref EN_getnodetype. */ @@ -165,7 +171,7 @@ typedef enum { EN_TANK = 2 //!< Storage tank node } EN_NodeType; -/// Types of links +/// Link types /** These are the different types of links that can be returned by calling @ref EN_getlinktype. */ @@ -184,7 +190,7 @@ typedef enum { /// Link status /** One of these values is returned when @ref EN_getlinkvalue is used to retrieve a link's -initial status (EN_INITSTATUS) or its current status (EN_STATUS). These options are +initial status ( \b EN_INITSTATUS ) or its current status ( \b EN_STATUS ). These options are also used with @ref EN_setlinkvalue to set values for these same properties. */ typedef enum { @@ -195,8 +201,8 @@ typedef enum { /// Pump states /** One of these codes is returned when @ref EN_getlinkvalue is used to retrieve a pump's -current operating state (EN_PUMP_STATE). EN_PUMP_XHEAD indicates that the pump has been -shut down because it is being asked to deliver more than its shutoff head. EN_PUMP_XFLOW +current operating state ( \b EN_PUMP_STATE ). \b EN_PUMP_XHEAD indicates that the pump has been +shut down because it is being asked to deliver more than its shutoff head. \b EN_PUMP_XFLOW indicates that the pump is being asked to deliver more than its maximum flow. */ typedef enum { @@ -218,25 +224,23 @@ typedef enum { EN_TRACE = 3 //!< Source tracing analysis } EN_QualityType; -/// Types of water quality sources +/// Water quality source types /** -These are the options for EN_SOURCETYPE, the type of external water quality -source assigned to a node. They are used in @ref EN_getnodevalue and @ref EN_setnodevalue. -The EN_SOURCEQUAL property is used in these functions to access a source's strength -and EN_SOURCEPATTERN to access a time pattern applied to the source. +These are the different types of external water quality sources that can be assigned +to a node's \b EN_SOURCETYPE property as used by @ref EN_getnodevalue and @ref EN_setnodevalue. */ typedef enum { - EN_CONCEN = 0, //!< Concentration of any external inflow entering a node + EN_CONCEN = 0, //!< Sets the concentration of external inflow entering a node EN_MASS = 1, //!< Injects a given mass/minute into a node EN_SETPOINT = 2, //!< Sets the concentration leaving a node to a given value EN_FLOWPACED = 3 //!< Adds a given value to the concentration leaving a node } EN_SourceType; -/// Head loss formula choices +/// Head loss formulas /** -These are the choices for the EN_HEADLOSSFORM option in @ref EN_getoption and +The available choices for the \b EN_HEADLOSSFORM option in @ref EN_getoption and @ref EN_setoption. They are also used for the head loss type argument in @ref EN_init. -Each head loss formula uses a different type of roughness coefficient (EN_ROUGHNESS) +Each head loss formula uses a different type of roughness coefficient ( \b EN_ROUGHNESS ) that can be set with @ref EN_setlinkvalue. */ typedef enum { @@ -245,11 +249,11 @@ typedef enum { EN_CM = 2 //!< Chezy-Manning } EN_HeadLossType; -/// Flow units choices +/// Flow units /** These choices for flow units are used with @ref EN_getflowunits and @ref EN_setflowunits. They are also used for the flow units type argument in @ref EN_init. If flow units are -expressed in US Customary units (EN_CFS through EN_AFD) then all other quantities are +expressed in US Customary units ( \b EN_CFS through \b EN_AFD ) then all other quantities are in US Customary units. Otherwise they are in metric units. */ typedef enum { @@ -265,9 +269,9 @@ typedef enum { EN_CMD = 9 //!< Cubic meters per day } EN_FlowUnits; -/// Types of demand models +/// Demand models /** -These choices for representing consumer demands are used with @ref EN_getdemandmodel +These choices for modeling consumer demands are used with @ref EN_getdemandmodel and @ref EN_setdemandmodel. A demand driven analysis requires that a junction's full demand be supplied @@ -287,7 +291,7 @@ that are applied on a network-wide basis. They are accessed using the @ref EN_getoption and @ref EN_setoption functions. */ typedef enum { - EN_TRIALS = 0, //!< Maximum hydraulic trials allowed for hydraulic convergence + EN_TRIALS = 0, //!< Maximum trials allowed for hydraulic convergence EN_ACCURACY = 1, //!< Total normalized flow change for hydraulic convergence EN_TOLERANCE = 2, //!< Water quality tolerance EN_EMITEXPON = 3, //!< Exponent in emitter discharge formula @@ -312,7 +316,7 @@ typedef enum { EN_CONCENLIMIT = 22 //!< Limiting concentration for growth reactions } EN_Option; -/// Types of simple controls +/// Simple control types /** These are the different types of simple (single statement) controls that can be applied to network links. They are used as an argument to @ref EN_addcontrol,@ref EN_getcontrol, @@ -329,7 +333,7 @@ typedef enum { /** These options determine what kind of statistical post-processing should be done on the time series of simulation results generated before they are reported using -@ref EN_report. An option can be chosen by using `STATISTIC option` as the argument +@ref EN_report. An option can be chosen by using \b STATISTIC _option_ as the argument to @ref EN_setreport. */ typedef enum { @@ -343,7 +347,7 @@ typedef enum { /// Tank mixing models /** These are the different types of models that describe water quality mixing in storage tanks. -The choice of model is accessed with the EN_MIXMODEL property of a Tank node using +The choice of model is accessed with the \b EN_MIXMODEL property of a Tank node using @ref EN_getnodevalue and @ref EN_setnodevalue. */ typedef enum { @@ -377,7 +381,7 @@ typedef enum { /// Types of data curves /** -These are the different types of physical relationships that a data curve could +These are the different types of physical relationships that a data curve can represent as returned by calling @ref EN_getcurvetype. */ typedef enum { @@ -392,11 +396,11 @@ typedef enum { /** These codes are used in @ref EN_deletenode and @ref EN_deletelink to indicate what action should be taken if the node or link being deleted appears in any simple or rule-based -controls. +controls or if a deleted node has any links connected to it. */ typedef enum { - EN_UNCONDITIONAL = 0, //!< Delete all controls that contain object - EN_CONDITIONAL = 1 //!< Cancel object deletion if contained in controls + EN_UNCONDITIONAL = 0, //!< Delete all controls and connecing links + EN_CONDITIONAL = 1 //!< Cancel object deletion if it appears in controls or has connecting links } EN_ActionCodeType; /// Status reporting levels