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PDA fixes

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This commit is contained in:
Lew Rossman
2019-07-22 09:50:41 -04:00
parent 3fe11b98ee
commit a89f339525
18 changed files with 814 additions and 221 deletions
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47
ReleaseNotes2_2.md
View File

@@ -12,7 +12,7 @@ one would use:
`EN_getnodevalue(ph, nodeIndex, EN_ELEVATION, &elev)`
where `ph` is the handle assigned to the project.
where `ph` is the handle assigned to the project.
Two new functions have been added to the API to manage the creation and deletion of project handles. `EN_createproject` creates a new project along with its handle, while `EN_deleteproject` deletes a project. An example of using the thread-safe version of the API is shown below:
```
@@ -47,32 +47,32 @@ int buildandrunEpanet(char *rptfile)
err = EN_createproject(&ph);
if (err) return err;
EN_init(ph, rptfile, "", EN_GPM, EN_HW);
//Add a junction node with 710 ft elevation and 500 gpm demand
EN_addnode(ph, "J1", EN_JUNCTION, &index);
EN_setjuncdata(ph, index, 710, 500, "");
// Add a reservoir node at 800 ft elevation
EN_addnode(ph, "R1", EN_RESERVOIR, &index);
EN_setnodevalue(ph, index, EN_ELEVATION, 800);
// Add a 5280 ft long, 14-inch pipe with C-factor of 100
// from the reservoir to the demand node
EN_addlink(ph, "P1", EN_PIPE, "R1", "J1", &index);
EN_setpipedata(ph, index, 5280, 14, 100, 0);
// Solve for hydraulics and report nodal results
EN_setreport(ph, "NODES ALL");
err = EN_solveH(ph);
if (!err) err = EN_report(ph);
// Close and delete the project
EN_close(ph);
EN_deleteproject(ph);
return err;
}
```
Instead of using `EN_open` to load data from a file, `EN_init` is used to initialize a project with the names of its report and binary files, and its flow units and head loss formula. The legacy-style API has a complementary set of functions for building networks from code.
Instead of using `EN_open` to load data from a file, `EN_init` is used to initialize a project with the names of its report and binary files, and its flow units and head loss formula. The legacy-style API has a complementary set of functions for building networks from code.
## Additional Convergence Parameters
@@ -82,13 +82,13 @@ Two new analysis options have been added to provide more rigorous convergence cr
`EN_FLOWCHANGE` is the largest change in flow that any network element (link, emitter, or pressure-dependent demand) can have for hydraulic convergence to occur. It is specified in whatever flow units the project is using. The default value of 0 indicates that no flow change limit applies.
These new parameters augment the current `EN_ACCURACY` option which always remains in effect. In addition, both `EN_HEADERROR` and `EN_FLOWCHANGE` can be used as parameters in the `ENgetstatistic` (or `EN_getstatistic`) function to retrieve their computed values (even when their option values are 0) after a hydraulic solution has been completed.
These new parameters augment the current `EN_ACCURACY` option which always remains in effect. In addition, both `EN_HEADERROR` and `EN_FLOWCHANGE` can be used as parameters in the `EN_getstatistic` (or `ENgetstatistic`) function to retrieve their computed values (even when their option values are 0) after a hydraulic solution has been completed.
## More Efficient Node Re-ordering
EPANET's hydraulic solver requires solving a system of linear equations over a series of iterations until a set of convergence criteria are met. The coefficient matrix of this linear system is square and symmetric. It has a row for each network node and a non-zero off-diagonal coefficient for each link. The numerical effort needed to solve the linear system can be reduced if the nodes are re-ordered so that the non-zero coefficients cluster more tightly around the diagonal.
EPANET's original node re-ordering scheme has been replaced by the more efficient **Multiple Minimum Degree (MMD)** algorithm. On a series of eight networks ranging in size from 7,700 to 100,000 nodes MMD reduced the solution time for a single period (steady state) hydraulic analysis, where most of the work is for node-reordering, by an average of 55%. Since MMD did not reduce the time needed to solve the linear equations generated at each iteration of the hydraulic solver longer extended period simulations will not exhibit a similar speedup.
EPANET's original node re-ordering scheme has been replaced by the more efficient **Multiple Minimum Degree (MMD)** algorithm. On a series of eight networks ranging in size from 7,700 to 100,000 nodes MMD reduced the solution time for a single period (steady state) hydraulic analysis, where most of the work is for node-reordering, by an average of 55%. Since MMD did not reduce the time needed to solve the linear equations generated at each iteration of the hydraulic solver longer extended period simulations will not exhibit a similar speedup.
## Improved Handling of Near-Zero Flows
@@ -98,7 +98,7 @@ The hydraulic solver has been modified to use a linear head loss v. flow relatio
## Pressure Dependent Demands
EPANET has always employed a Demand Driven Analysis (**DDA**) when modeling network hydraulics. Under this approach nodal demands at a given point in time are fixed values that must be delivered no matter what nodal heads and link flows are produced by a hydraulic solution. This can result in situations where required demands are satisfied at nodes that have negative pressures - a physical impossibility.
EPANET has always employed a Demand Driven Analysis (**DDA**) when modeling network hydraulics. Under this approach nodal demands at a given point in time are fixed values that must be delivered no matter what nodal heads and link flows are produced by a hydraulic solution. This can result in situations where required demands are satisfied at nodes that have negative pressures - a physical impossibility.
To address this issue EPANET has been extended to use a Pressure Driven Analysis (**PDA**) if so desired. Under **PDA**, the demand D delivered at a node depends on the node's available pressure P according to:
@@ -110,10 +110,10 @@ To implement pressure driven analysis four new parameters have been added to the
| Parameter | Description | Default |
|-----------|--------------|---------|
| DEMAND MODEL | either DDA or PDA | DDA |
| MINIMUM PRESSURE | value for Pmin | 0
| REQUIRED PRESSURE | value for Preq | 0
| PRESSURE EXPONENT | value for Pexp | 0.5 |
| `DEMAND MODEL` | either DDA or PDA | DDA |
| `MINIMUM PRESSURE` | value for Pmin | 0
| `REQUIRED PRESSURE` | value for Preq | 0.1
| `PRESSURE EXPONENT` | value for Pexp | 0.5 |
These parameters can also be set and retrieved in code using the following API functions
```
@@ -126,10 +126,12 @@ int EN_setdemandmodel(EN_Project ph, int modelType, double pMin, double pReq, do
int EN_getdemandmodel(EN_Project ph, int *modelType, double *pMin, double *pReq, double *pExp);
```
for the thread-safe API. Some additional points regarding the new **PDA** option are:
- If no DEMAND MODEL and its parameters are specified then the analysis defaults to being demand driven (**DDA**).
- This implementation of **PDA** assumes that the same parameters apply to all nodes in the network. Extending the framework to allow different parameters for specific nodes is left as a future feature to implement.
- Pmin is allowed to equal to Preq. This condition can be used to find a solution that results in the smallest amount of demand reductions needed to insure that no node delivers positive demand at a pressure below Pmin.
- Preq must be at least 0.1 (either psi or m) higher than Pmin to avoid numerical issues caused by having too steep a demand curve.
- Using `EN_DEFICIENTNODES` as the argument to `EN_getstatistic` (or `ENgetstatistic`) will retrieve the number of nodes that are pressure deficient. These are nodes with positive required demand whose pressure is below 0 under **DDA** or below Preq under **PDA**.
- Using `EN_DEMANDREDUCTION` as an argument will retrieve the total percent reduction of demands at pressure deficient nodes under **PDA**.
- Using `EN_DEMANDDEFICIT` with the `EN_getnodevalue` (or `ENgetnodevalue`) function will return the amount of demand reduction produced by a **PDA** at any particular node.
## Tank Overflows
EPANET has always prevented tanks from overflowing by closing any links that supply inflow to a full tank. A new option `EN_CANOVERFLOW`, has been added to the list of Tank node properties. When set to 1 it will allow its tank to overflow when it becomes full. The spillage rate is returned in the tank's EN_DEMAND property. The default value for `EN_CANOVERFLOW` is 0 indicating that the tank cannot overflow.
@@ -163,7 +165,7 @@ With this change EPANET 2.2 now produces perfect mass balances when tested again
|`EN_deleterule`|Deletes a rule-based control from the project|
|`EN_setnodeid`|Changes the ID name for a node|
|`EN_setjuncdata` |Sets values for a junction's parameters |
|`EN_settankdata` |Sets values for a tank's parameters|
|`EN_settankdata` |Sets values for a tank's parameters|
|`EN_setlinkid`|Changes the ID name for a link|
|`EN_setlinknodes`|Sets a link's start- and end-nodes|
|`EN_setlinktype`|Changes the type of a specific link|
@@ -205,7 +207,7 @@ In addition to these new functions, a tank's volume curve `EN_VOLCURVE` can be s
- `EN_PUMP_ECOST` (average energy price)
- `EN_PUMP_EPAT` (energy pricing pattern)
- `EN_LINKPATTERN` (speed setting pattern)
Access to the following global energy options have been added to `EN_getoption` and `EN_setoption`:
- `EN_GLOBALEFFIC` (global pump efficiency)
- `EN_GLOBALPRICE` (global average energy price per kW-Hour)
@@ -215,6 +217,7 @@ Access to the following global energy options have been added to `EN_getoption`
## New API Constants
### Node value types:
- `EN_CANOVERFLOW`
- `EN_DEMANDDEFICIT`
### Link value types:
- `EN_PUMP_STATE`
@@ -254,11 +257,13 @@ Access to the following global energy options have been added to `EN_getoption`
- `EN_WALLORDER`
- `EN_TANKORDER`
- `EN_CONCENLIMIT`
### Simulation statistic types:
- `EN_MAXHEADERROR`
- `EN_MAXFLOWCHANGE`
- `EN_MASSBALANCE`
- `EN_DEFICIENTNODES`
- `EN_DEMANDREDUCTION`
### Action code types:
- `EN_UNCONDITIONAL`
@@ -276,7 +281,7 @@ Access to the following global energy options have been added to `EN_getoption`
- `EN_PDA`
## Documentation
Doxygen files have been created to generate a complete Users Guide for version 2.2's API. The guide's format is similar to the original EPANET Programmer's Toolkit help file and can be produced as a set of HTML pages, a Windows help file or a PDF document.
Doxygen files have been created to generate a complete Users Guide for version 2.2's API. The guide's format is similar to the original EPANET Programmer's Toolkit help file and can be produced as a set of HTML pages, a Windows help file or a PDF document.
## Authors contributing to this release:
- List item

7
include/epanet2.bas
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@@ -5,7 +5,7 @@ Attribute VB_Name = "Module1"
'Declarations of functions in the EPANET PROGRAMMERs TOOLKIT
'(EPANET2.DLL)
'Last updated on 03/17/2019
'Last updated on 07/18/2019
' These are codes used by the DLL functions
Public Const EN_ELEVATION = 0 ' Node parameters
@@ -35,7 +35,8 @@ Public Const EN_MIXFRACTION = 22
Public Const EN_TANK_KBULK = 23
Public Const EN_TANKVOLUME = 24
Public Const EN_MAXVOLUME = 25
Public Const EN_CANOVERFLOW = 26
Public Const EN_CANOVERFLOW = 26
Public Const EN_DEMANDDEFICIT = 27
Public Const EN_DIAMETER = 0 ' Link parameters
Public Const EN_LENGTH = 1
@@ -83,6 +84,8 @@ Public Const EN_RELATIVEERROR = 1
Public Const EN_MAXHEADERROR = 2
Public Const EN_MAXFLOWCHANGE = 3
Public Const EN_MASSBALANCE = 4
Public Const EN_DEFICIENTNODES = 5
Public Const EN_DEMANDREDUCTION = 6
Public Const EN_NODE = 0 ' Component types
Public Const EN_LINK = 1

417
include/epanet2.pas Normal file
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@@ -0,0 +1,417 @@
unit epanet2;
{ Declarations of imported procedures from the EPANET PROGRAMMERs TOOLKIT }
{ (EPANET2.DLL) }
{Last updated on 7/18/19}
interface
const
{ These are codes used by the DLL functions }
EN_MAXID = 31; { Max. # characters in ID name }
EN_MAXMSG = 255; { Max. # characters in strings }
EN_ELEVATION = 0; { Node parameters }
EN_BASEDEMAND = 1;
EN_PATTERN = 2;
EN_EMITTER = 3;
EN_INITQUAL = 4;
EN_SOURCEQUAL = 5;
EN_SOURCEPAT = 6;
EN_SOURCETYPE = 7;
EN_TANKLEVEL = 8;
EN_DEMAND = 9;
EN_HEAD = 10;
EN_PRESSURE = 11;
EN_QUALITY = 12;
EN_SOURCEMASS = 13;
EN_INITVOLUME = 14;
EN_MIXMODEL = 15;
EN_MIXZONEVOL = 16;
EN_TANKDIAM = 17;
EN_MINVOLUME = 18;
EN_VOLCURVE = 19;
EN_MINLEVEL = 20;
EN_MAXLEVEL = 21;
EN_MIXFRACTION = 22;
EN_TANK_KBULK = 23;
EN_TANKVOLUME = 24;
EN_MAXVOLUME = 25;
EN_CANOVERFLOW = 26;
EN_DEMANDDEFICIT = 27;
EN_DIAMETER = 0; { Link parameters }
EN_LENGTH = 1;
EN_ROUGHNESS = 2;
EN_MINORLOSS = 3;
EN_INITSTATUS = 4;
EN_INITSETTING = 5;
EN_KBULK = 6;
EN_KWALL = 7;
EN_FLOW = 8;
EN_VELOCITY = 9;
EN_HEADLOSS = 10;
EN_STATUS = 11;
EN_SETTING = 12;
EN_ENERGY = 13;
EN_LINKQUAL = 14;
EN_LINKPATTERN = 15;
EN_PUMP_STATE = 16;
EN_PUMP_EFFIC = 17;
EN_PUMP_POWER = 18;
EN_PUMP_HCURVE = 19;
EN_PUMP_ECURVE = 20;
EN_PUMP_ECOST = 21;
EN_PUMP_EPAT = 22;
EN_DURATION = 0; { Time parameters }
EN_HYDSTEP = 1;
EN_QUALSTEP = 2;
EN_PATTERNSTEP = 3;
EN_PATTERNSTART = 4;
EN_REPORTSTEP = 5;
EN_REPORTSTART = 6;
EN_RULESTEP = 7;
EN_STATISTIC = 8;
EN_PERIODS = 9;
EN_STARTTIME = 10;
EN_HTIME = 11;
EN_QTIME = 12;
EN_HALTFLAG = 13;
EN_NEXTEVENT = 14;
EN_NEXTEVENTTANK = 15;
EN_ITERATIONS = 0; { Analysis statistics }
EN_RELATIVEERROR = 1;
EN_MAXHEADERROR = 2;
EN_MAXFLOWCHANGE = 3;
EN_MASSBALANCE = 4;
EN_DEFICIENTNODES = 5;
EN_DEMANDREDUCTION = 6;
EN_NODE = 0; { Component Types }
EN_LINK = 1;
EN_TIMEPAT = 2;
EN_CURVE = 3;
EN_CONTROL = 4;
EN_RULE = 5;
EN_NODECOUNT = 0; { Component counts }
EN_TANKCOUNT = 1;
EN_LINKCOUNT = 2;
EN_PATCOUNT = 3;
EN_CURVECOUNT = 4;
EN_CONTROLCOUNT = 5;
EN_RULECOUNT = 6;
EN_JUNCTION = 0; { Node types }
EN_RESERVOIR = 1;
EN_TANK = 2;
EN_CVPIPE = 0; { Link types }
EN_PIPE = 1;
EN_PUMP = 2;
EN_PRV = 3;
EN_PSV = 4;
EN_PBV = 5;
EN_FCV = 6;
EN_TCV = 7;
EN_GPV = 8;
EN_CLOSED = 0; { Link status types }
EN_OPEN = 1;
EN_PUMP_XHEAD = 0; { Pump state types }
EN_PUMP_CLOSED = 2;
EN_PUMP_OPEN = 3;
EN_PUMP_XFLOW = 5;
EN_NONE = 0; { Quality analysis types }
EN_CHEM = 1;
EN_AGE = 2;
EN_TRACE = 3;
EN_CONCEN = 0; { Source quality types }
EN_MASS = 1;
EN_SETPOINT = 2;
EN_FLOWPACED = 3;
EN_HW = 0; { Head loss formulas }
EN_DW = 1;
EN_CM = 2;
EN_CFS = 0; { Flow units types }
EN_GPM = 1;
EN_MGD = 2;
EN_IMGD = 3;
EN_AFD = 4;
EN_LPS = 5;
EN_LPM = 6;
EN_MLD = 7;
EN_CMH = 8;
EN_CMD = 9;
EN_DDA = 0; { Demand model types }
EN_PDA = 1;
EN_TRIALS = 0; { Option types }
EN_ACCURACY = 1;
EN_TOLERANCE = 2;
EN_EMITEXPON = 3;
EN_DEMANDMULT = 4;
EN_HEADERROR = 5;
EN_FLOWCHANGE = 6;
EN_HEADLOSSFORM = 7;
EN_GLOBALEFFIC = 8;
EN_GLOBALPRICE = 9;
EN_GLOBALPATTERN = 10;
EN_DEMANDCHARGE = 11;
EN_SP_GRAVITY = 12;
EN_SP_VISCOS = 13;
EN_EXTRA_ITER = 14;
EN_CHECKFREQ = 15;
EN_MAXCHECK = 16;
EN_DAMPLIMIT = 17;
EN_SP_DIFFUS = 18;
EN_BULKORDER = 19;
EN_WALLORDER = 20;
EN_TANKORDER = 21;
EN_CONCENLIMIT = 22;
EN_LOWLEVEL = 0; { Control types }
EN_HILEVEL = 1;
EN_TIMER = 2;
EN_TIMEOFDAY = 3;
EN_SERIES = 0; { Report statistic types }
EN_AVERAGE = 1;
EN_MINIMUM = 2;
EN_MAXIMUM = 3;
EN_RANGE = 4;
EN_MIX1 = 0; { Tank mixing models }
EN_MIX2 = 1;
EN_FIFO = 2;
EN_LIFO = 3;
EN_NOSAVE = 0; { Hydraulics flags }
EN_SAVE = 1;
EN_INITFLOW = 10;
EN_SAVE_AND_INIT = 11;
EN_CONST_HP = 0; { Pump curve types }
EN_POWER_FUNC = 1;
EN_CUSTOM = 2;
EN_NOCURVE = 3;
EN_VOLUME_CURVE = 0; { Curve types }
EN_PUMP_CURVE = 1;
EN_EFFIC_CURVE = 2;
EN_HLOSS_CURVE = 3;
EN_GENERIC_CURVE = 4;
EN_UNCONDITIONAL = 0; { Deletion action codes }
EN_CONDITIONAL = 1;
EN_NO_REPORT = 0; { Status reporting levels }
EN_NORMAL_REPORT = 1;
EN_FULL_REPORT = 2;
EN_R_NODE = 6; { Rule-based control objects }
EN_R_LINK = 7;
EN_R_SYSTEM = 8;
EN_R_DEMAND = 0; { Rule-based control variables }
EN_R_HEAD = 1;
EN_R_GRADE = 2;
EN_R_LEVEL = 3;
EN_R_PRESSURE = 4;
EN_R_FLOW = 5;
EN_R_STATUS = 6;
EN_R_SETTING = 7;
EN_R_POWER = 8;
EN_R_TIME = 9;
EN_R_CLOCKTIME = 10;
EN_R_FILLTIME = 11;
EN_R_DRAINTIME = 12;
EN_R_EQ = 0; { Rule-based control operators }
EN_R_NE = 1;
EN_R_LE = 2;
EN_R_GE = 3;
EN_R_LT = 4;
EN_R_GT = 5;
EN_R_IS = 6;
EN_R_NOT = 7;
EN_R_BELOW = 8;
EN_R_ABOVE = 9;
EN_R_IS_OPEN = 1; { Rule-based control link status }
EN_R_IS_CLOSED = 2;
EN_R_IS_ACTIVE = 3;
EpanetLib = 'epanet2.dll';
{Project Functions}
function ENepanet(F1: PAnsiChar; F2: PAnsiChar; F3: PAnsiChar; F4: Pointer): Integer; stdcall; external EpanetLib;
function ENinit(F2: PAnsiChar; F3: PAnsiChar; UnitsType: Integer; HeadlossType: Integer): Integer; stdcall; external EpanetLib;
function ENopen(F1: PAnsiChar; F2: PAnsiChar; F3: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetcount(Code: Integer; var Count: Integer): Integer; stdcall; external EpanetLib;
function ENgettitle(Line1: PAnsiChar; Line2: PAnsiChar; Line3: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsettitle(Line1: PAnsiChar; Line2: PAnsiChar; Line3: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetcomment(ObjType: Integer; Index: Integer; Comment: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetcomment(ObjType: Integer; Index: Integer; Comment: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsaveinpfile(F: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENclose: Integer; stdcall; external EpanetLib;
{Hydraulic Functions}
function ENsolveH: Integer; stdcall; external EpanetLib;
function ENsaveH: Integer; stdcall; external EpanetLib;
function ENopenH: Integer; stdcall; external EpanetLib;
function ENinitH(SaveFlag: Integer): Integer; stdcall; external EpanetLib;
function ENrunH(var T: LongInt): Integer; stdcall; external EpanetLib;
function ENnextH(var Tstep: LongInt): Integer; stdcall; external EpanetLib;
function ENcloseH: Integer; stdcall; external EpanetLib;
function ENsavehydfile(F: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENusehydfile(F: PAnsiChar): Integer; stdcall; external EpanetLib;
{Quality Functions}
function ENsolveQ: Integer; stdcall; external EpanetLib;
function ENopenQ: Integer; stdcall; external EpanetLib;
function ENinitQ(SaveFlag: Integer): Integer; stdcall; external EpanetLib;
function ENrunQ(var T: LongInt): Integer; stdcall; external EpanetLib;
function ENnextQ(var Tstep: LongInt): Integer; stdcall; external EpanetLib;
function ENstepQ(var Tleft: LongInt): Integer; stdcall; external EpanetLib;
function ENcloseQ: Integer; stdcall; external EpanetLib;
{Reporting Functions}
function ENwriteline(S: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENreport: Integer; stdcall; external EpanetLib;
function ENcopyreport(F: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENclearreport: Integer; stdcall; external EpanetLib;
function ENresetreport: Integer; stdcall; external EpanetLib;
function ENsetreport(S: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetstatusreport(Code: Integer): Integer; stdcall; external EpanetLib;
function ENgetversion(var Version: Integer): Integer; stdcall; external EpanetLib;
function ENgeterror(Errcode: Integer; Errmsg: PAnsiChar; MaxLen: Integer): Integer; stdcall; external EpanetLib;
function ENgetstatistic(StatType: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
{Analysis Options Functions}
function ENgetoption(Code: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetoption(Code: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENgetflowunits(var Code: Integer): Integer; stdcall; external EpanetLib;
function ENsetflowunits(Code: Integer): Integer; stdcall; external EpanetLib;
function ENgettimeparam(Code: Integer; var Value: LongInt): Integer; stdcall; external EpanetLib;
function ENsettimeparam(Code: Integer; Value: LongInt): Integer; stdcall; external EpanetLib;
function ENgetqualinfo(var QualType: Integer; ChemName: PAnsiChar; ChemUnits: PAnsiChar; var TraceNode: Integer): Integer; stdcall; external EpanetLib;
function ENgetqualtype(var QualCode: Integer; var TraceNode: Integer): Integer; stdcall; external EpanetLib;
function ENsetqualtype(QualCode: Integer; ChemName: PAnsiChar; ChemUnits: PAnsiChar; TraceNodeID: PAnsiChar): Integer; stdcall; external EpanetLib;
{Node Functions}
function ENaddnode(ID: PAnsiChar; NodeType: Integer): Integer; stdcall; external EpanetLib;
function ENdeletenode(Index: Integer; ActionCode: Integer): Integer; stdcall; external EpanetLib;
function ENgetnodeindex(ID: PAnsiChar; var Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetnodeid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetnodeid(Index: Integer; NewID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetnodetype(Index: Integer; var Code: Integer): Integer; stdcall; external EpanetLib;
function ENgetnodevalue(Index: Integer; Code: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetnodevalue(Index: Integer; Code: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENsetjuncdata(Index: Integer; Elev: Single; Dmnd: Single; DmndPat: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsettankdata(Index: Integer; Elev, InitLvl, MinLvl, MaxLvl, Diam, MinVol: Single; VolCurve: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetcoord(Index: Integer; var X: Double; var Y: Double): Integer; stdcall; external EpanetLib;
function ENsetcoord(Index: Integer; X: Double; Y: Double): Integer; stdcall; external EpanetLib;
{Demand Functions}
function ENgetdemandmodel(var Model: Integer; var Pmin: Single; var Preq: Single; var Pexp: Single): Integer; stdcall; external EpanetLib;
function ENsetdemandmodel(Model: Integer; Pmin: Single; Preq: Single; Pexp: Single): Integer; stdcall; external EpanetLib;
function ENgetnumdemands(NodeIndex: Integer; var NumDemands: Integer): Integer; stdcall; external EpanetLib;
function ENadddemand(NodeIndex: Integer; BaseDemand: Single; PatIndex: Integer; DemandName: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENdeletedemand(NodeIndex: Integer; DemandIndex: Integer): Integer; stdcall; external EpanetLib;
function ENgetdemandindex(NodeIndex: Integer; DemandName: PAnsiString; var DemandIndex: Integer): Integer; stdcall; external EpanetLib;
function ENgetbasedemand(NodeIndex: Integer; DemandIndex: Integer; var BaseDemand: Single): Integer; stdcall; external EpanetLib;
function ENsetbasedemand(NodeIndex: Integer; DemandIndex: Integer; BaseDemand: Single): Integer; stdcall; external EpanetLib;
function ENgetdemandpattern(NodeIndex: Integer; DemandIndex: Integer; var PatIndex: Integer): Integer; stdcall; external EpanetLib;
function ENsetdemandpattern(NodeIndex: Integer; DemandIndex: Integer; PatIndex: Integer): Integer; stdcall; external EpanetLib;
function ENgetdemandname(NodeIndex: Integer; DemandIndex: Integer; DemandName: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetdemandname(NodeIndex: Integer; DemandIndex: Integer; DemandName: PAnsiChar): Integer; stdcall; external EpanetLib;
{Link Functions}
function ENaddlink(ID: PAnsiChar; LinkType: Integer; FromNode: PAnsiChar; ToNode: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENdeletelink(Index: Integer; ActionCode: Integer): Integer; stdcall; external EpanetLib;
function ENgetlinkindex(ID: PAnsiChar; var Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetlinkid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetlinkid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetlinktype(Index: Integer; var Code: Integer): Integer; stdcall; external EpanetLib;
function ENsetlinktype(var Index: Integer; LinkType: Integer; ActionCode: Integer): Integer; stdcall; external EpanetLib;
function ENgetlinknodes(Index: Integer; var Node1: Integer; var Node2: Integer): Integer; stdcall; external EpanetLib;
function ENsetlinknodes(Index: Integer; Node1: Integer; Node2: Integer): Integer; stdcall; external EpanetLib;
function ENgetlinkvalue(Index: Integer; Code: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetlinkvalue(Index: Integer; Code: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENsetpipedata(Index: Integer; Length: Single; Diam: Single; Rough: Single; Mloss:Single): Integer; stdcall; external EpanetLib;
{Pump Functions}
function ENgetpumptype(LinkIndex: Integer; var PumpType: Integer): Integer; stdcall; external EpanetLib;
function ENgetheadcurveindex(LinkIndex: Integer; var CurveIndex: Integer): Integer; stdcall; external EpanetLib;
function ENsetheadcurveindex(LinkIndex: Integer; CurveIndex: Integer): Integer; stdcall; external EpanetLib;
{Pattern Functions}
function ENaddpattern(ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENdeletepattern(Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetpatternindex(ID: PAnsiChar; var Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetpatternid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetpatternid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetpatternlen(Index: Integer; var Len: Integer): Integer; stdcall; external EpanetLib;
function ENgetpatternvalue(Index: Integer; Period: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetpatternvalue(Index: Integer; Period: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENgetaveragepatternvalue(Index: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetpattern(Index: Integer; F: array of Single; N: Integer): Integer; stdcall; external EpanetLib;
{Curve Functions}
function ENaddcurve(ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENdeletecurve(Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetcurveindex(ID: PAnsiChar; var Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetcurveid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENsetcurveid(Index: Integer; ID: PAnsiChar): Integer; stdcall; external EpanetLib;
function ENgetcurvelen(Index: Integer; var Len: Integer): Integer; stdcall; external EpanetLib;
function ENgetcurvetype(Index: Integer; var CurveType: Integer): Integer; stdcall; external EpanetLib;
function ENgetcurvevalue(CurveIndex: Integer; PointIndex: Integer; var X: Single; var Y: Single): Integer; stdcall; external EpanetLib;
function ENsetcurvevalue(CurveIndex: Integer; PointIndex: Integer; X: Single; Y: Single): Integer; stdcall; external EpanetLib;
function ENgetcurve(Index: Integer; ID: PAnsiChar; var N: Integer; var X: array of Single; var Y: array of Single): Integer; stdcall; external EpanetLib;
function ENsetcurve(Index: Integer; X: array of Single; Y: array of Single; N: Integer): Integer; stdcall; external EpanetLib;
{Control Functions}
function ENaddcontrol(Ctype: Integer; Link: Integer; Setting: Single; Node: Integer; Level: Single; var Index: Integer): Integer; stdcall; external EpanetLib;
function ENdeletecontrol(Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetcontrol(Index: Integer; var Ctype: Integer; var Link: Integer; var Setting: Single; var Node: Integer; var Level: Single): Integer; stdcall; external EpanetLib;
function ENsetcontrol(Index: Integer; Ctype: Integer; Link: Integer; Setting: Single; Node: Integer; Level: Single): Integer; stdcall; external EpanetLib;
{Rule-Based Control Functions}
function ENaddrule(Rule: PAnsiString): Integer; stdcall; external EpanetLib;
function ENdeleterule(Index: Integer): Integer; stdcall; external EpanetLib;
function ENgetrule(Index: Integer; var Npremises: Integer; var NthenActions: Integer;
var NelseActions: Integer; var Priority: Single): Integer; stdcall; external EpanetLib;
function ENgetruleID(Index: Integer; ID: PAnsiString): Integer; stdcall; external EpanetLib;
function ENsetrulepriority(Index: Integer; Priority: Single): Integer; stdcall; external EpanetLib;
function ENgetpremise(RuleIndex: Integer; PremiseIndex: Integer; var LogOp: Integer;
var ObjType: Integer; var ObjIndex: Integer; var Param: Integer; var RelOp: Integer;
var Status: Integer; var Value: Single): Integer; stdcall; external EpanetLib;
function ENsetpremise(RuleIndex: Integer; PremiseIndex: Integer; LogOp: Integer; ObjType: Integer;
ObjIndex: Integer; Param: Integer; RelOp: Integer; Status: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENsetpremiseindex(RuleIndex: Integer; PremiseIndex: Integer; ObjIndex: Integer): Integer; stdcall; external EpanetLib;
function ENsetpremisestatus(RuleIndex: Integer; PremiseIndex: Integer; Status: Integer): Integer; stdcall; external EpanetLib;
function ENsetpremisevalue(RuleIndex: Integer; PremiseIndex: Integer; Value: Single): Integer; stdcall; external EpanetLib;
function ENgetthenaction(RuleIndex: Integer; ActionIndex: Integer; var LinkIndex: Integer;
var Status: Integer; var Setting: Single): Integer; stdcall; external EpanetLib;
function ENsetthenaction(RuleIndex: Integer; ActionIndex: Integer; LinkIndex: Integer;
Status: Integer; Setting: Single): Integer; stdcall; external EpanetLib;
function ENgetelseaction(RuleIndex: Integer; ActionIndex: Integer; var LinkIndex: Integer;
var Status: Integer; var Setting: Single): Integer; stdcall; external EpanetLib;
function ENsetelseaction(RuleIndex: Integer; ActionIndex: Integer; LinkIndex: Integer;
Status: Integer; Setting: Single): Integer; stdcall; external EpanetLib;
implementation
end.

7
include/epanet2.vb
View File

@@ -4,7 +4,7 @@
'Declarations of functions in the EPANET PROGRAMMERs TOOLKIT
'(EPANET2.DLL) for use with VB.Net.
'Last updated on 03/17/2019
'Last updated on 07/18/2019
Imports System.Runtime.InteropServices
Imports System.Text
@@ -40,7 +40,8 @@ Public Const EN_TANK_KBULK = 23
Public Const EN_TANKVOLUME = 24
Public Const EN_MAXVOLUME = 25
Public Const EN_CANOVERFLOW = 26
Public Const EN_CANOVERFLOW = 26
Public Const EN_DEMANDDEFICIT = 27
Public Const EN_DIAMETER = 0 ' Link parameters
Public Const EN_LENGTH = 1
@@ -88,6 +89,8 @@ Public Const EN_RELATIVEERROR = 1
Public Const EN_MAXHEADERROR = 2
Public Const EN_MAXFLOWCHANGE = 3
Public Const EN_MASSBALANCE = 4
Public Const EN_DEFICIENTNODES = 5
Public Const EN_DEMANDREDUCTION = 6
Public Const EN_NODE = 0 ' Component types
Public Const EN_LINK = 1

36
include/epanet2_2.h
View File

@@ -11,7 +11,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/30/2019
Last Updated: 07/20/2019
******************************************************************************
*/
@@ -94,7 +94,7 @@ typedef struct Project *EN_Project;
the pviewprog argument should be `NULL`.
*/
int DLLEXPORT EN_runproject(EN_Project ph, const char *inpFile, const char *rptFile,
const char *outputFile, void (*pviewprog)(char *));
const char *outFile, void (*pviewprog)(char *));
/**
@brief Initializes an EPANET project.
@@ -129,9 +129,9 @@ typedef struct Project *EN_Project;
/**
@brief Retrieves the title lines of the project
@param ph an EPANET project handle.
@param[out] line1 first title line
@param[out] line2 second title line
@param[out] line3 third title line
@param[out] out_line1 first title line
@param[out] out_line2 second title line
@param[out] out_line3 third title line
@return an error code
*/
int DLLEXPORT EN_gettitle(EN_Project ph, char *out_line1, char *out_line2, char *out_line3);
@@ -151,7 +151,7 @@ typedef struct Project *EN_Project;
@param ph an EPANET project handle.
@param object a type of object (either EN_NODE, EN_LINK, EN_TIMEPAT or EN_CURVE)
@param index the object's index starting from 1
@param[out] comment the comment string assigned to the object
@param[out] out_comment the comment string assigned to the object
@return an error code
*/
int DLLEXPORT EN_getcomment(EN_Project ph, int object, int index, char *out_comment);
@@ -223,7 +223,7 @@ typedef struct Project *EN_Project;
EN_solveH(ph);
EN_solveQ(ph);
EN_report(ph);
EN_deleteproject(&ph);
EN_deleteproject(ph);
\endcode
*/
int DLLEXPORT EN_solveH(EN_Project ph);
@@ -621,7 +621,7 @@ typedef struct Project *EN_Project;
/**
@brief Returns the text of an error message generated by an error code.
@param errcode an error code.
@param[out] errmsg the error message generated by the error code
@param[out] out_errmsg the error message generated by the error code
@param maxLen maximum number of characters that errmsg can hold
@return an error code
@@ -707,8 +707,8 @@ typedef struct Project *EN_Project;
@brief Gets information about the type of water quality analysis requested.
@param ph an EPANET project handle.
@param[out] qualType type of analysis to run (see @ref EN_QualityType).
@param[out] chemName name of chemical constituent.
@param[out] chemUnits concentration units of the constituent.
@param[out] out_chemName name of chemical constituent.
@param[out] out_chemUnits concentration units of the constituent.
@param[out] traceNode index of the node being traced (if applicable).
@return an error code.
*/
@@ -787,7 +787,7 @@ typedef struct Project *EN_Project;
@brief Gets the ID name of a node given its index.
@param ph an EPANET project handle.
@param index a node's index (starting from 1).
@param[out] id the node's ID name.
@param[out] out_id the node's ID name.
@return an error code
The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters.
@@ -1032,7 +1032,7 @@ typedef struct Project *EN_Project;
@param ph an EPANET project handle.
@param nodeIndex a node's index (starting from 1).
@param demandIndex the index of one of the node's demand categories (starting from 1).
@param[out] demandName The name of the selected category.
@param[out] out_demandName The name of the selected category.
@return an error code.
\b demandName must be sized to contain at least @ref EN_SizeLimits "EN_MAXID" characters.
@@ -1111,7 +1111,7 @@ typedef struct Project *EN_Project;
@brief Gets the ID name of a link given its index.
@param ph an EPANET project handle.
@param index a link's index (starting from 1).
@param[out] id The link's ID name.
@param[out] out_id The link's ID name.
@return an error code.
The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters.
@@ -1141,7 +1141,7 @@ typedef struct Project *EN_Project;
/**
@brief Changes a link's type.
@param ph an EPANET project handle.
@param[in,out] index the link's index before [in] and after [out] the type change.
@param[in,out] inout_index the link's index before [in] and after [out] the type change.
@param linkType the new type to change the link to (see @ref EN_LinkType).
@param actionCode the action taken if any controls contain the link.
@return an error code.
@@ -1283,7 +1283,7 @@ typedef struct Project *EN_Project;
@brief Retrieves the ID name of a time pattern given its index.
@param ph an EPANET project handle.
@param index a time pattern index (starting from 1).
@param[out] id the time pattern's ID name.
@param[out] out_id the time pattern's ID name.
@return an error code.
The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters.
@@ -1391,7 +1391,7 @@ typedef struct Project *EN_Project;
@brief Retrieves the ID name of a curve given its index.
@param ph an EPANET project handle.
@param index a curve's index (starting from 1).
@param[out] id the curve's ID name.
@param[out] out_id the curve's ID name.
@return an error code.
The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters.
@@ -1455,7 +1455,7 @@ typedef struct Project *EN_Project;
@brief Retrieves all of a curve's data.
@param ph an EPANET project handle.
@param index a curve's index (starting from 1).
@param[out] id the curve's ID name.
@param[out] out_id the curve's ID name.
@param[out] nPoints the number of data points on the curve.
@param[out] xValues the curve's x-values.
@param[out] yValues the curve's y-values.
@@ -1590,7 +1590,7 @@ typedef struct Project *EN_Project;
@brief Gets the ID name of a rule-based control given its index.
@param ph an EPANET project handle.
@param index the rule's index (starting from 1).
@param[out] id the rule's ID name.
@param[out] out_id the rule's ID name.
@return Error code.
The ID name must be sized to hold at least @ref EN_SizeLimits "EN_MAXID" characters.

17
include/epanet2_enums.h
View File

@@ -9,7 +9,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/30/2019
Last Updated: 07/18/2019
******************************************************************************
*/
@@ -62,7 +62,8 @@ typedef enum {
EN_TANK_KBULK = 23, //!< Tank bulk decay coefficient
EN_TANKVOLUME = 24, //!< Current computed tank volume (read only)
EN_MAXVOLUME = 25, //!< Tank maximum volume (read only)
EN_CANOVERFLOW = 26 //!< Tank can overflow (= 1) or not (= 0)
EN_CANOVERFLOW = 26, //!< Tank can overflow (= 1) or not (= 0)
EN_DEMANDDEFICIT = 27 //!< Amount that full demand is reduced under PDA (read only)
} EN_NodeProperty;
/// Link properties
@@ -128,11 +129,13 @@ and the cumulative water quality mass balance error at the current simulation ti
can be retrieved with @ref EN_getstatistic.
*/
typedef enum {
EN_ITERATIONS = 0, //!< Number of hydraulic iterations taken
EN_RELATIVEERROR = 1, //!< Sum of link flow changes / sum of link flows
EN_MAXHEADERROR = 2, //!< Largest head loss error for links
EN_MAXFLOWCHANGE = 3, //!< Largest flow change in links
EN_MASSBALANCE = 4 //!< Cumulative water quality mass balance ratio
EN_ITERATIONS = 0, //!< Number of hydraulic iterations taken
EN_RELATIVEERROR = 1, //!< Sum of link flow changes / sum of link flows
EN_MAXHEADERROR = 2, //!< Largest head loss error for links
EN_MAXFLOWCHANGE = 3, //!< Largest flow change in links
EN_MASSBALANCE = 4, //!< Cumulative water quality mass balance ratio
EN_DEFICIENTNODES = 5, //!< Number of pressure deficient nodes
EN_DEMANDREDUCTION = 6 //!< % demand reduction at pressure deficient nodes
} EN_AnalysisStatistic;
/// Types of network objects

46
src/epanet.c
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/15/2019
Last Updated: 07/18/2019
******************************************************************************
*/
@@ -68,7 +68,6 @@ int DLLEXPORT EN_deleteproject(EN_Project p)
remove(p->TmpOutFname);
remove(p->TmpStatFname);
free(p);
p = NULL;
return 0;
}
@@ -1040,19 +1039,25 @@ int DLLEXPORT EN_getstatistic(EN_Project p, int type, double *value)
switch (type)
{
case EN_ITERATIONS:
*value = (double)p->hydraul.Iterations;
*value = p->hydraul.Iterations;
break;
case EN_RELATIVEERROR:
*value = (double)p->hydraul.RelativeError;
*value = p->hydraul.RelativeError;
break;
case EN_MAXHEADERROR:
*value = (double)(p->hydraul.MaxHeadError * p->Ucf[HEAD]);
*value = p->hydraul.MaxHeadError * p->Ucf[HEAD];
break;
case EN_MAXFLOWCHANGE:
*value = (double)(p->hydraul.MaxFlowChange * p->Ucf[FLOW]);
*value = p->hydraul.MaxFlowChange * p->Ucf[FLOW];
break;
case EN_DEFICIENTNODES:
*value = p->hydraul.DeficientNodes;
break;
case EN_DEMANDREDUCTION:
*value = p->hydraul.DemandReduction;
break;
case EN_MASSBALANCE:
*value = (double)(p->quality.MassBalance.ratio);
*value = p->quality.MassBalance.ratio;
break;
default:
*value = 0.0;
@@ -2050,7 +2055,6 @@ int DLLEXPORT EN_getnodevalue(EN_Project p, int index, int property, double *val
int nJuncs = net->Njuncs;
double *Ucf = p->Ucf;
double *NodeDemand = hyd->NodeDemand;
double *NodeHead = hyd->NodeHead;
double *NodeQual = qual->NodeQual;
@@ -2128,7 +2132,7 @@ int DLLEXPORT EN_getnodevalue(EN_Project p, int index, int property, double *val
break;
case EN_DEMAND:
v = NodeDemand[index] * Ucf[FLOW];
v = hyd->NodeDemand[index] * Ucf[FLOW];
break;
case EN_HEAD:
@@ -2204,7 +2208,16 @@ int DLLEXPORT EN_getnodevalue(EN_Project p, int index, int property, double *val
if (Node[index].Type != TANK) return 0;
v = Tank[index - nJuncs].CanOverflow;
break;
case EN_DEMANDDEFICIT:
if (index > nJuncs) return 0;
// After an analysis, DemandFlow contains node's required demand
// while NodeDemand contains delivered demand + emitter flow
if (hyd->DemandFlow[index] < 0.0) return 0;
v = (hyd->DemandFlow[index] -
(hyd->NodeDemand[index] - hyd->EmitterFlow[index])) * Ucf[FLOW];
break;
default:
return 251;
}
@@ -2702,9 +2715,9 @@ int DLLEXPORT EN_getdemandmodel(EN_Project p, int *model, double *pmin,
*/
{
*model = p->hydraul.DemandModel;
*pmin = (double)(p->hydraul.Pmin * p->Ucf[PRESSURE]);
*preq = (double)(p->hydraul.Preq * p->Ucf[PRESSURE]);
*pexp = (double)(p->hydraul.Pexp);
*pmin = p->hydraul.Pmin * p->Ucf[PRESSURE];
*preq = p->hydraul.Preq * p->Ucf[PRESSURE];
*pexp = p->hydraul.Pexp;
return 0;
}
@@ -2722,7 +2735,12 @@ int DLLEXPORT EN_setdemandmodel(EN_Project p, int model, double pmin,
*/
{
if (model < 0 || model > EN_PDA) return 251;
if (pmin > preq || pexp <= 0.0) return 209;
if (model == EN_PDA)
{
if (pexp <= 0.0) return 208;
if (pmin < 0.0) return 208;
if (preq - pmin < MINPDIFF) return 208;
}
p->hydraul.DemandModel = model;
p->hydraul.Pmin = pmin / p->Ucf[PRESSURE];
p->hydraul.Preq = preq / p->Ucf[PRESSURE];

1
src/errors.dat
View File

@@ -22,6 +22,7 @@ DAT(204,"undefined link")
DAT(205,"undefined time pattern")
DAT(206,"undefined curve")
DAT(207,"attempt to control CV/GPV link")
DAT(208,"illegal PDA pressure limits")
DAT(209,"illegal node property value")
DAT(211,"illegal link property value")
DAT(212,"undefined trace node")

7
src/funcs.h
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/15/2019
Last Updated: 07/08/2019
******************************************************************************
*/
#ifndef FUNCS_H
@@ -157,9 +157,8 @@ double tankgrade(Project *, int, double);
void resistcoeff(Project *, int);
void headlosscoeffs(Project *);
void matrixcoeffs(Project *);
void emitheadloss(Project *, int, double *, double *);
double demandflowchange(Project *, int, double, double);
void demandparams(Project *, double *, double *);
void emitterheadloss(Project *, int, double *, double *);
void demandheadloss(Project *, int, double, double, double *, double *);
// ------- QUALITY.C --------------------

128
src/hydcoeffs.c
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/15/2019
Last Updated: 07/08/2019
******************************************************************************
*/
@@ -38,9 +38,8 @@ const double CBIG = 1.e8;
//void resistcoeff(Project *, int );
//void headlosscoeffs(Project *);
//void matrixcoeffs(Project *);
//void emitheadloss(Project *, int, double *, double *);
//double demandflowchange(Project *, int, double, double);
//void demandparams(Project *, double *, double *);
//void emitterheadloss(Project *, int, double *, double *);
//void demandheadloss(Project *, int, double, double, double *, double *);
// Local functions
static void linkcoeffs(Project *pr);
@@ -48,8 +47,6 @@ static void nodecoeffs(Project *pr);
static void valvecoeffs(Project *pr);
static void emittercoeffs(Project *pr);
static void demandcoeffs(Project *pr);
static void demandheadloss(double d, double dfull, double dp,
double n, double *hloss, double *hgrad);
static void pipecoeff(Project *pr, int k);
static void DWpipecoeff(Project *pr, int k);
@@ -370,7 +367,7 @@ void emittercoeffs(Project *pr)
if (node->Ke == 0.0) continue;
// Find emitter head loss and gradient
emitheadloss(pr, i, &hloss, &hgrad);
emitterheadloss(pr, i, &hloss, &hgrad);
// Row of solution matrix
row = sm->Row[i];
@@ -385,7 +382,7 @@ void emittercoeffs(Project *pr)
}
void emitheadloss(Project *pr, int i, double *hloss, double *hgrad)
void emitterheadloss(Project *pr, int i, double *hloss, double *hgrad)
/*
**-------------------------------------------------------------
** Input: i = node index
@@ -424,37 +421,6 @@ void emitheadloss(Project *pr, int i, double *hloss, double *hgrad)
}
void demandparams(Project *pr, double *dp, double *n)
/*
**--------------------------------------------------------------
** Input: none
** Output: dp = pressure range over which demands can vary
** n = exponent in head loss v. demand function
** Purpose: retrieves parameters that define a pressure
** dependent demand function.
**--------------------------------------------------------------
*/
{
Hydraul *hyd = &pr->hydraul;
// If required pressure equals minimum pressure, use a linear demand
// curve with a 0.01 PSI pressure range to approximate an all or
// nothing demand solution
if (hyd->Preq == hyd->Pmin)
{
*dp = 0.01 / PSIperFT;
*n = 1.0;
}
// Otherwise use the user-supplied demand curve parameters
else
{
*dp = hyd->Preq - hyd->Pmin;
*n = 1.0 / hyd->Pexp;
}
}
void demandcoeffs(Project *pr)
/*
**--------------------------------------------------------------
@@ -479,81 +445,57 @@ void demandcoeffs(Project *pr)
n, // exponent in head loss v. demand function
hloss, // head loss in supplying demand (ft)
hgrad; // gradient of demand head loss (ft/cfs)
// Get demand function parameters
if (hyd->DemandModel == DDA) return;
demandparams(pr, &dp, &n);
dp = hyd->Preq - hyd->Pmin;
n = 1.0 / hyd->Pexp;
// Examine each junction node
for (i = 1; i <= net->Njuncs; i++)
{
// Skip junctions with non-positive demands
if (hyd->NodeDemand[i] <= 0.0) continue;
// Find head loss for demand outflow at node's elevation
demandheadloss(hyd->DemandFlow[i], hyd->NodeDemand[i], dp, n,
&hloss, &hgrad);
demandheadloss(pr, i, dp, n, &hloss, &hgrad);
// Update row of solution matrix A & its r.h.s. F
row = sm->Row[i];
sm->Aii[row] += 1.0 / hgrad;
sm->F[row] += (hloss + net->Node[i].El + hyd->Pmin) / hgrad;
if (hgrad > 0.0)
{
row = sm->Row[i];
sm->Aii[row] += 1.0 / hgrad;
sm->F[row] += (hloss + net->Node[i].El + hyd->Pmin) / hgrad;
}
}
}
double demandflowchange(Project *pr, int i, double dp, double n)
/*
**--------------------------------------------------------------
** Input: i = node index
** dp = pressure range fro demand funtion (ft)
** n = exponent in head v. demand function
** Output: returns change in pressure dependent demand flow
** Purpose: computes change in outflow at at a node subject to
** pressure dependent demands
**--------------------------------------------------------------
*/
{
Hydraul *hyd = &pr->hydraul;
double hloss, hgrad;
demandheadloss(hyd->DemandFlow[i], hyd->NodeDemand[i], dp, n, &hloss, &hgrad);
return (hloss - hyd->NodeHead[i] + pr->network.Node[i].El + hyd->Pmin) / hgrad;
}
void demandheadloss(double d, double dfull, double dp, double n,
void demandheadloss(Project *pr, int i, double dp, double n,
double *hloss, double *hgrad)
/*
**--------------------------------------------------------------
** Input: d = actual junction demand (cfs)
** dfull = full junction demand required (cfs)
** dp = pressure range for demand function (ft)
** n = exponent in head v. demand function
** Output: hloss = head loss delivering demand d (ft)
** Input: i = junction index
** dp = pressure range for demand function (ft)
** n = exponent in head v. demand function
** Output: hloss = pressure dependent demand head loss (ft)
** hgrad = gradient of head loss (ft/cfs)
** Purpose: computes head loss and its gradient for delivering
** a pressure dependent demand flow.
**--------------------------------------------------------------
*/
{
const double RB = 1.0e9;
const double EPS = 0.001;
Hydraul *hyd = &pr->hydraul;
const double EPS = 0.01;
double d = hyd->DemandFlow[i];
double dfull = hyd->NodeDemand[i];
double r = d / dfull;
// Use upper barrier function for excess demand above full value
if (r > 1.0)
{
*hgrad = RB;
*hloss = dp + RB * (d - dfull);
}
// Use lower barrier function for negative demand
else if (r < 0)
if (r <= 0)
{
*hgrad = RB;
*hloss = RB * d;
*hgrad = CBIG;
*hloss = CBIG * d;
}
// Use linear head loss function for near zero demand
@@ -568,7 +510,15 @@ void demandheadloss(double d, double dfull, double dp, double n,
{
*hgrad = n * dp * pow(r, n - 1.0) / dfull;
*hloss = (*hgrad) * d / n;
// Add on barrier function for any demand above full value
if (r >= 1.0)
{
*hgrad += CBIG;
*hloss += CBIG * (d - dfull);
}
}
}

3
src/hydraul.c
View File

@@ -195,7 +195,7 @@ int runhyd(Project *pr, long *t)
int iter; // Iteration count
int errcode; // Error code
double relerr; // Solution accuracy
// Find new demands & control actions
*t = time->Htime;
demands(pr);
@@ -203,7 +203,6 @@ int runhyd(Project *pr, long *t)
// Solve network hydraulic equations
errcode = hydsolve(pr,&iter,&relerr);
if (!errcode)
{
// Report new status & save results

99
src/hydsolver.c
View File

@@ -8,7 +8,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/15/2019
Last Updated: 07/15/2019
******************************************************************************
*/
@@ -50,6 +50,7 @@ static void newdemandflows(Project *, Hydbalance *, double *, double *);
static void checkhydbalance(Project *, Hydbalance *);
static int hasconverged(Project *, double *, Hydbalance *);
static int pdaconverged(Project *);
static void reporthydbal(Project *, Hydbalance *);
@@ -92,12 +93,17 @@ int hydsolve(Project *pr, int *iter, double *relerr)
int valveChange; // Valve status change flag
int statChange; // Non-valve status change flag
Hydbalance hydbal; // Hydraulic balance errors
double fullDemand; // Full demand for a node (cfs)
// Initialize status checking & relaxation factor
nextcheck = hyd->CheckFreq;
hyd->RelaxFactor = 1.0;
// Initialize convergence criteria and PDA results
hydbal.maxheaderror = 0.0;
hydbal.maxflowchange = 0.0;
hyd->DeficientNodes = 0;
hyd->DemandReduction = 0.0;
// Repeat iterations until convergence or trial limit is exceeded.
// (ExtraIter used to increase trials in case of status cycling.)
@@ -189,10 +195,12 @@ int hydsolve(Project *pr, int *iter, double *relerr)
errcode = 110;
}
// Replace junction demands with total outflow values
// Store actual junction outflow in NodeDemand & full demand in DemandFlow
for (i = 1; i <= net->Njuncs; i++)
{
fullDemand = hyd->NodeDemand[i];
hyd->NodeDemand[i] = hyd->DemandFlow[i] + hyd->EmitterFlow[i];
hyd->DemandFlow[i] = fullDemand;
}
// Save convergence info
@@ -200,7 +208,6 @@ int hydsolve(Project *pr, int *iter, double *relerr)
hyd->MaxHeadError = hydbal.maxheaderror;
hyd->MaxFlowChange = hydbal.maxflowchange;
hyd->Iterations = *iter;
return errcode;
}
@@ -484,11 +491,12 @@ void newemitterflows(Project *pr, Hydbalance *hbal, double *qsum,
if (net->Node[i].Ke == 0.0) continue;
// Find emitter head loss and gradient
emitheadloss(pr, i, &hloss, &hgrad);
emitterheadloss(pr, i, &hloss, &hgrad);
// Find emitter flow change
dh = hyd->NodeHead[i] - net->Node[i].El;
dq = (hloss - dh) / hgrad;
dq *= hyd->RelaxFactor;
hyd->EmitterFlow[i] -= dq;
// Update system flow summation
@@ -523,32 +531,39 @@ void newdemandflows(Project *pr, Hydbalance *hbal, double *qsum, double *dqsum)
double dp, // pressure range over which demand can vary (ft)
dq, // change in demand flow (cfs)
n; // exponent in head loss v. demand function
int k;
n, // exponent in head loss v. demand function
hloss, // current head loss through outflow junction (ft)
hgrad, // head loss gradient with respect to flow (ft/cfs)
dh; // new head loss through outflow junction (ft)
int i;
// Get demand function parameters
if (hyd->DemandModel == DDA) return;
demandparams(pr, &dp, &n);
dp = MAX((hyd->Preq - hyd->Pmin), MINPDIFF);
n = 1.0 / hyd->Pexp;
// Examine each junction
for (k = 1; k <= net->Njuncs; k++)
for (i = 1; i <= net->Njuncs; i++)
{
// Skip junctions with no positive demand
if (hyd->NodeDemand[k] <= 0.0) continue;
if (hyd->NodeDemand[i] <= 0.0) continue;
// Find change in demand flow (see hydcoeffs.c)
dq = demandflowchange(pr, k, dp, n);
hyd->DemandFlow[k] -= dq;
demandheadloss(pr, i, dp, n, &hloss, &hgrad);
dh = hyd->NodeHead[i] - net->Node[i].El - hyd->Pmin;
dq = (hloss - dh) / hgrad;
dq *= hyd->RelaxFactor;
hyd->DemandFlow[i] -= dq;
// Update system flow summation
*qsum += ABS(hyd->DemandFlow[k]);
*qsum += ABS(hyd->DemandFlow[i]);
*dqsum += ABS(dq);
// Update identity of element with max. flow change
if (ABS(dq) > hbal->maxflowchange)
{
hbal->maxflowchange = ABS(dq);
hbal->maxflownode = k;
hbal->maxflownode = i;
hbal->maxflowlink = -1;
}
}
@@ -605,20 +620,72 @@ int hasconverged(Project *pr, double *relerr, Hydbalance *hbal)
*/
{
Hydraul *hyd = &pr->hydraul;
// Check that total relative flow change is small enough
if (*relerr > hyd->Hacc) return 0;
// Find largest head loss error and absolute flow change
checkhydbalance(pr, hbal);
if (pr->report.Statflag == FULL)
{
reporthydbal(pr, hbal);
}
// Check that head loss error and flow change criteria are met
if (hyd->HeadErrorLimit > 0.0 &&
hbal->maxheaderror > hyd->HeadErrorLimit) return 0;
if (hyd->FlowChangeLimit > 0.0 &&
hbal->maxflowchange > hyd->FlowChangeLimit) return 0;
// Check for pressure driven analysis convergence
if (hyd->DemandModel == PDA) return pdaconverged(pr);
return 1;
}
int pdaconverged(Project *pr)
/*
**--------------------------------------------------------------
** Input: none
** Output: returns 1 if PDA converged, 0 if not
** Purpose: checks if pressure driven analysis has converged
** and updates total demand deficit
**--------------------------------------------------------------
*/
{
Hydraul *hyd = &pr->hydraul;
const double TOL = 0.001;
int i, converged = 1;
double totalDemand = 0.0, totalReduction = 0.0;
hyd->DeficientNodes = 0;
hyd->DemandReduction = 0.0;
// Add up number of junctions with demand deficits
for (i = 1; i <= pr->network.Njuncs; i++)
{
// Skip nodes whose required demand is non-positive
if (hyd->NodeDemand[i] <= 0.0) continue;
// Check for negative demand flow or positive demand flow at negative pressure
if (hyd->DemandFlow[i] < -TOL) converged = 0;
if (hyd->DemandFlow[i] > TOL &&
hyd->NodeHead[i] - pr->network.Node[i].El - hyd->Pmin < -TOL)
converged = 0;
// Accumulate total required demand and demand deficit
if (hyd->DemandFlow[i] + 0.0001 < hyd->NodeDemand[i])
{
hyd->DeficientNodes++;
totalDemand += hyd->NodeDemand[i];
totalReduction += hyd->NodeDemand[i] - hyd->DemandFlow[i];
}
}
if (totalDemand > 0.0)
hyd->DemandReduction = totalReduction / totalDemand * 100.0;
return converged;
}
void reporthydbal(Project *pr, Hydbalance *hbal)
/*

15
src/input1.c
View File

@@ -7,7 +7,7 @@ Description: retrieves network data from an EPANET input file
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 05/15/2019
Last Updated: 07/08/2019
******************************************************************************
*/
@@ -109,7 +109,7 @@ void setdefaults(Project *pr)
hyd->HeadErrorLimit = 0.0; // Default head error limit
hyd->DemandModel = DDA; // Demand driven analysis
hyd->Pmin = 0.0; // Minimum demand pressure (ft)
hyd->Preq = 0.0; // Required demand pressure (ft)
hyd->Preq = MINPDIFF; // Required demand pressure (ft)
hyd->Pexp = 0.5; // Pressure function exponent
hyd->MaxIter = MAXITER; // Default max. hydraulic trials
hyd->ExtraIter = -1; // Stop if network unbalanced
@@ -267,7 +267,7 @@ void adjustdata(Project *pr)
// Revise pressure units depending on flow units
if (parser->Unitsflag != SI) parser->Pressflag = PSI;
else if (parser->Pressflag == PSI) parser->Pressflag = METERS;
// Store value of viscosity & diffusivity
ucf = 1.0;
if (parser->Unitsflag == SI) ucf = SQR(MperFT);
@@ -322,9 +322,9 @@ void adjustdata(Project *pr)
if (tank->Kb == MISSING) tank->Kb = qual->Kbulk;
}
// Use default pattern if none assigned to a demand
parser->DefPat = findpattern(net, parser->DefPatID);
if (parser->DefPat > 0) for (i = 1; i <= net->Nnodes; i++)
// Use default pattern if none assigned to a demand
parser->DefPat = findpattern(net, parser->DefPatID);
if (parser->DefPat > 0) for (i = 1; i <= net->Nnodes; i++)
{
node = &net->Node[i];
for (demand = node->D; demand != NULL; demand = demand->next)
@@ -559,7 +559,8 @@ void convertunits(Project *pr)
demand->Base /= pr->Ucf[DEMAND];
}
}
// Convert PDA pressure limits
hyd->Pmin /= pr->Ucf[PRESSURE];
hyd->Preq /= pr->Ucf[PRESSURE];

8
src/input3.c
View File

@@ -1924,12 +1924,20 @@ int optionvalue(Project *pr, int n)
else if (match(tok0, w_MINIMUM))
{
if (y < 0.0) return setError(parser, nvalue, 213);
// Required pressure still at default value
if (hyd->Preq == MINPDIFF)
hyd->Preq = y + MINPDIFF;
// Required pressure already entered
else if (hyd->Preq - y < MINPDIFF)
return setError(parser, nvalue, 208);
hyd->Pmin = y;
return 0;
}
else if (match(tok0, w_REQUIRED))
{
if (y < 0.0) return setError(parser, nvalue, 213);
if (y - hyd->Pmin < MINPDIFF)
return setError(parser, nvalue, 208);
hyd->Preq = y;
return 0;
}

93
src/report.c
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 06/20/2019
Last Updated: 07/15/2019
******************************************************************************
*/
@@ -358,7 +358,15 @@ void writehydstat(Project *pr, int iter, double relerr)
{
if (relerr <= hyd->Hacc) sprintf(s1, FMT58, atime, iter);
else sprintf(s1, FMT59, atime, iter, relerr);
writeline(pr, s1);
writeline(pr, s1);
if (hyd->DemandModel == PDA && hyd->DeficientNodes > 0)
{
if (hyd->DeficientNodes == 1)
sprintf(s1, FMT69a, hyd->DemandReduction);
else
sprintf(s1, FMT69b, hyd->DeficientNodes, hyd->DemandReduction);
writeline(pr, s1);
}
}
// Display status changes for tanks:
@@ -1064,14 +1072,9 @@ int writehydwarn(Project *pr, int iter, double relerr)
int i, j;
char flag = 0;
int s;
Snode *Node = net->Node;
Slink *Link = net->Link;
Spump *Pump = net->Pump;
Svalve *Valve = net->Valve;
const int Njuncs = net->Njuncs;
double *NodeDemand = hyd->NodeDemand;
double *LinkFlow = hyd->LinkFlow;
double *LinkSetting = hyd->LinkSetting;
Snode *node;
Slink *link;
Spump *pump;
// Check if system unstable
if (iter > hyd->MaxIter && relerr <= hyd->Hacc)
@@ -1081,29 +1084,41 @@ int writehydwarn(Project *pr, int iter, double relerr)
flag = 2;
}
// Check for negative pressures
for (i = 1; i <= Njuncs; i++)
// Check for pressure deficient nodes
if (hyd->DemandModel == DDA)
{
Snode *node = &Node[i];
if (hyd->NodeHead[i] < node->El && NodeDemand[i] > 0.0)
hyd->DeficientNodes = 0;
for (i = 1; i <= net->Njuncs; i++)
{
sprintf(pr->Msg, WARN06, clocktime(rpt->Atime, time->Htime));
if (rpt->Messageflag) writeline(pr, pr->Msg);
node = &net->Node[i];
if (hyd->NodeHead[i] < node->El && hyd->NodeDemand[i] > 0.0)
hyd->DeficientNodes++;
}
if (hyd->DeficientNodes > 0)
{
if (rpt->Messageflag)
{
sprintf(pr->Msg, WARN06, clocktime(rpt->Atime, time->Htime));
writeline(pr, pr->Msg);
}
flag = 6;
break;
}
}
// Check for abnormal valve condition
for (i = 1; i <= net->Nvalves; i++)
{
j = Valve[i].Link;
j = net->Valve[i].Link;
link = &net->Link[j];
if (hyd->LinkStatus[j] >= XFCV)
{
sprintf(pr->Msg, WARN05, LinkTxt[Link[j].Type], Link[j].ID,
StatTxt[hyd->LinkStatus[j]],
clocktime(rpt->Atime, time->Htime));
if (rpt->Messageflag) writeline(pr, pr->Msg);
if (rpt->Messageflag)
{
sprintf(pr->Msg, WARN05, LinkTxt[link->Type], link->ID,
StatTxt[hyd->LinkStatus[j]],
clocktime(rpt->Atime, time->Htime));
writeline(pr, pr->Msg);
}
flag = 5;
}
}
@@ -1111,18 +1126,22 @@ int writehydwarn(Project *pr, int iter, double relerr)
// Check for abnormal pump condition
for (i = 1; i <= net->Npumps; i++)
{
j = Pump[i].Link;
pump = &net->Pump[i];
j = pump->Link;
s = hyd->LinkStatus[j];
if (hyd->LinkStatus[j] >= OPEN)
{
if (LinkFlow[j] > LinkSetting[j] * Pump[i].Qmax) s = XFLOW;
if (LinkFlow[j] < 0.0) s = XHEAD;
if (hyd->LinkFlow[j] > hyd->LinkSetting[j] * pump->Qmax) s = XFLOW;
if (hyd->LinkFlow[j] < 0.0) s = XHEAD;
}
if (s == XHEAD || s == XFLOW)
{
sprintf(pr->Msg, WARN04, Link[j].ID, StatTxt[s],
clocktime(rpt->Atime, time->Htime));
if (rpt->Messageflag) writeline(pr, pr->Msg);
if (rpt->Messageflag)
{
sprintf(pr->Msg, WARN04, net->Link[j].ID, StatTxt[s],
clocktime(rpt->Atime, time->Htime));
writeline(pr, pr->Msg);
}
flag = 4;
}
}
@@ -1130,9 +1149,12 @@ int writehydwarn(Project *pr, int iter, double relerr)
// Check if system is unbalanced
if (iter > hyd->MaxIter && relerr > hyd->Hacc)
{
sprintf(pr->Msg, WARN01, clocktime(rpt->Atime, time->Htime));
if (hyd->ExtraIter == -1) strcat(pr->Msg, t_HALTED);
if (rpt->Messageflag) writeline(pr, pr->Msg);
if (rpt->Messageflag)
{
sprintf(pr->Msg, WARN01, clocktime(rpt->Atime, time->Htime));
if (hyd->ExtraIter == -1) strcat(pr->Msg, t_HALTED);
writeline(pr, pr->Msg);
}
flag = 1;
}
@@ -1162,9 +1184,12 @@ void writehyderr(Project *pr, int errnode)
Snode *Node = net->Node;
sprintf(pr->Msg, FMT62, clocktime(rpt->Atime, time->Htime),
Node[errnode].ID);
if (rpt->Messageflag) writeline(pr, pr->Msg);
if (rpt->Messageflag)
{
sprintf(pr->Msg, FMT62, clocktime(rpt->Atime, time->Htime),
Node[errnode].ID);
writeline(pr, pr->Msg);
}
writehydstat(pr, 0, 0);
disconnected(pr);
}

4
src/text.h
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 06/20/2019
Last Updated: 07/15/2019
******************************************************************************
*/
@@ -428,6 +428,8 @@
#define FMT66 " maximum flow change = %.4f for Link %s"
#define FMT67 " maximum flow change = %.4f for Node %s"
#define FMT68 " maximum head error = %.4f for Link %s\n"
#define FMT69a " 1 node had its demand reduced by a total of %.2f%%"
#define FMT69b " %-d nodes had demands reduced by a total of %.2f%%"
//----- Energy Report Table -------------------------------

10
src/types.h
View File

@@ -7,7 +7,7 @@
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 06/20/2019
Last Updated: 07/08/2019
******************************************************************************
*/
@@ -42,7 +42,6 @@ typedef int INT4;
#define MAXLINE 1024 // Max. # characters read from input line
#define MAXFNAME 259 // Max. # characters in file name
#define MAXTOKS 40 // Max. items per line of input
#define TZERO 1.E-4 // Zero time tolerance
#define TRUE 1
#define FALSE 0
#define FULL 2
@@ -53,6 +52,7 @@ typedef int INT4;
// @ 20 deg C (sq ft/sec)
#define VISCOS 1.1E-5 // Kinematic viscosity of water
// @ 20 deg C (sq ft/sec)
#define MINPDIFF 0.1 // PDA min. pressure difference (psi or m)
#define SEPSTR " \t\n\r" // Token separator characters
#ifdef M_PI
#define PI M_PI
@@ -689,7 +689,7 @@ typedef struct {
double
*NodeHead, // Node hydraulic heads
*NodeDemand, // Node demand + emitter flows
*DemandFlow, // Demand outflows
*DemandFlow, // Work array of demand flows
*EmitterFlow, // Emitter outflows
*LinkFlow, // Link flows
*LinkSetting, // Link settings
@@ -716,6 +716,7 @@ typedef struct {
RelativeError, // Total flow change / total flow
MaxHeadError, // Max. error for link head loss
MaxFlowChange, // Max. change in link flow
DemandReduction, // % demand reduction at pressure deficient nodes
RelaxFactor, // Relaxation factor for flow updating
*P, // Inverse of head loss derivatives
*Y, // Flow correction factors
@@ -731,7 +732,8 @@ typedef struct {
CheckFreq, // Hydraulic trials between status checks
MaxCheck, // Hydraulic trials limit on status checks
OpenHflag, // Hydraulic system opened flag
Haltflag; // Flag to halt simulation
Haltflag, // Flag to halt simulation
DeficientNodes; // Number of pressure deficient nodes
StatusType
*LinkStatus, // Link status

90
tests/test_pda.cpp Normal file
View File

@@ -0,0 +1,90 @@
/*
******************************************************************************
Project: OWA EPANET
Version: 2.2
Module: test_pda.cpp
Description: Tests EPANET toolkit api functions
Authors: see AUTHORS
Copyright: see AUTHORS
License: see LICENSE
Last Updated: 07/20/2019
******************************************************************************
*/
/*
Tests the Pressure Driven Analysis option
*/
#include <boost/test/unit_test.hpp>
#include "test_toolkit.hpp"
BOOST_AUTO_TEST_SUITE (test_pda)
BOOST_AUTO_TEST_CASE(test_pda)
{
int error = 0;
int index;
double count, reduction;
EN_Project ph = NULL;
error = EN_createproject(&ph);
error = EN_open(ph, DATA_PATH_NET1, DATA_PATH_RPT, "");
// Set Demand Multiplier to 10 to cause negative pressures
error = EN_setoption(ph, EN_DEMANDMULT, 10);
BOOST_REQUIRE(error == 0);
// Run single period analysis
error = EN_settimeparam(ph, EN_DURATION, 0);
BOOST_REQUIRE(error == 0);
// Solve hydraulics with default DDA option
// which will return with neg. pressure warning code
error = EN_solveH(ph);
BOOST_REQUIRE(error == 6);
// Check that 4 demand nodes have negative pressures
error = EN_getstatistic(ph, EN_DEFICIENTNODES, &count);
BOOST_REQUIRE(error == 0);
BOOST_REQUIRE(count == 4);
// Switch to PDA with pressure limits of 20 - 100 psi
error = EN_setdemandmodel(ph, EN_PDA, 20, 100, 0.5);
BOOST_REQUIRE(error == 0);
// Solve hydraulics again
error = EN_solveH(ph);
BOOST_REQUIRE(error == 0);
// Check that 6 nodes had demand reductions totaling 32.66%
error = EN_getstatistic(ph, EN_DEFICIENTNODES, &count);
BOOST_REQUIRE(error == 0);
BOOST_REQUIRE(count == 6);
error = EN_getstatistic(ph, EN_DEMANDREDUCTION, &reduction);
BOOST_REQUIRE(error == 0);
BOOST_REQUIRE(abs(reduction - 32.66) < 0.01);
// Check that Junction 12 had full demand
error = EN_getnodeindex(ph, (char *)"12", &index);
BOOST_REQUIRE(error == 0);
error = EN_getnodevalue(ph, index, EN_DEMANDDEFICIT, &reduction);
BOOST_REQUIRE(error == 0);
BOOST_REQUIRE(abs(reduction) < 0.01);
// Check that Junction 21 had a demand deficit of 413.67
error = EN_getnodeindex(ph, (char *)"21", &index);
BOOST_REQUIRE(error == 0);
error = EN_getnodevalue(ph, index, EN_DEMANDDEFICIT, &reduction);
BOOST_REQUIRE(error == 0);
BOOST_REQUIRE(abs(reduction - 413.67) < 0.01);
// Clean up
error = EN_close(ph);
BOOST_REQUIRE(error == 0);
error = EN_deleteproject(ph);
BOOST_REQUIRE(error == 0);
}
BOOST_AUTO_TEST_SUITE_END()