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Updating the docs

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Lew Rossman
2023-02-07 22:59:18 -05:00
parent 847fa82139
commit 61b03b8539
2 changed files with 6 additions and 2 deletions
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doc/input-file.dox
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@@ -298,6 +298,7 @@ __Formats:__
<tr><td><B>PATTERN</B></td><td><I>id</I></td></tr>
<tr><td><B>DEMAND MULTIPLIER</B></td><td><I>value</I></td></tr>
<tr><td><B>EMITTER EXPONENT</B></td><td><I>value</I></td></tr>
<tr><td><B>EMITTER BACKFLOW</B></td><td><B>YES / NO</B></td></tr>
<tr><td><B>QUALITY</B></td><td><B>NONE / CHEMICAL / AGE / TRACE&nbsp;&nbsp; </B><I>nodeID</I></td></tr>
<tr><td><B>DIFFUSIVITY</B></td><td><I>value</I></td></tr>
<tr><td><B>TOLERANCE</B></td><td><I>value</I></td></tr>
@@ -357,6 +358,8 @@ The <b>DEMAND MULTIPLIER</b> is used to adjust the values of baseline demands fo
<b>EMITTER EXPONENT</b> 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>EMITTER BACKFLOW</b> specifies if back flow through an emitter (i.e., flow into the network) is allowed. The default is <b>YES</b>.
\b QUALITY selects the type of water quality analysis to perform. The choices are <b>NONE, CHEMICAL, AGE</b>, and \b TRACE. In place of \b CHEMICAL the actual name of the chemical can be used followed by its concentration units (e.g., <b>CHLORINE mg/L</b>). 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.