water - All Forums - SWMM 5 or SWMM or EPASWMM and SWMM5 in ICM_SWMM2024-03-29T04:57:55Zhttps://swmm2000.com/forum/topics/feed/tag/waterSWMM 5 Water Quality Example Fileshttps://swmm2000.com/forum/topics/swmm-5-water-quality-example-files2013-03-29T15:43:38.000Z2013-03-29T15:43:38.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><p><u><b>SWMM 5 Water Quality Example Files</b></u></p>
<table border="1" width="90%" class="borderedtable">
<tbody>
<tr>
<th>File Name</th>
<th>Description</th>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284339151?profile=original">RUNOFF3_SW5.INP</a></td>
<td>STEVEN''S AVENUE DRAINAGE DISTRICT LANCASTER PA</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284339623?profile=original">RUNOFF20_SW5.INP</a></td>
<td>Runoff Example # 20 - PCSWMM 3.2 EXERCISE 5</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284339883?profile=original">RUNOFF21_SW5.INP</a></td>
<td>SUSPENDED SOLIDS AND BOD POLLUTOGRAPH SIMULATION</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284339948?profile=original">RUNOFF22_SW5.INP</a></td>
<td>RUNOFF EXAMPLE # 22 - SIMULATION OF EROSION</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340123?profile=original">RUNOFF23_SW5.INP</a></td>
<td>A wide parabolic channel between 301 and 401</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340264?profile=original">RUNOFF31_SW5.INP</a></td>
<td>PCSWMM 3.2 EXERCISE 5 - Runoff example 31</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340409?profile=original">RUNOFF41_SW5.INP</a></td>
<td>Runoff example 41 - Input of constant groundwater quality</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340641?profile=original">RUNOFF42_SW5.INP</a></td>
<td>Precipitation quality only</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340884?profile=original">RUNOFF43_SW5.INP</a></td>
<td>BROWARD COUNTY Multi FAMILY SITE - Runoff example # 43</td>
</tr>
<tr>
<td></td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284340817?profile=original">RUNOFF44_SW5.INP</a></td>
<td>HDR STORM USGS STORM # 3 May 5 1977</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284341104?profile=original">RUNOFF45_SW5.INP</a></td>
<td>BROWARD COUNTY Multi FAMILY SITE</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284341572?profile=original">RUNOFF46_SW5.INP</a></td>
<td>BROWARD COUNTY Multi FAMILY SITE</td>
</tr>
<tr>
<td><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284341739?profile=original">RUNOFF47_SW5.INP</a></td>
<td>BROWARD COUNTY Multi FAMILY SITE - Runoff example # 47</td>
</tr>
</tbody>
</table>
</div>Water Age in InfoSewerhttps://swmm2000.com/forum/topics/water-age-in-infosewer-12012-10-30T19:26:27.000Z2012-10-30T19:26:27.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><br />
<b><span style="font-family: Georgia,serif;">Note:</span></b><span style="font-family: Georgia,serif;">   Water Age in InfoSewer</span><br />
<br />
<span style="font-family: Georgia,serif;">InfoSewer and H2OMAP Sewer has a Water Quality option called Time of Concentration (TOC) or Water Age that allows the modeler to estimate the residence time in his or her Sewer Network.    The use of Water Age is simple, you just pick TOC(AGE) as the Water Quality Constituent in the Quality Tab of Run Manager for an EPS simulation and the program will automatically assign a Water Age of 0 hours to all loading Manholes (Figure 1).    The Water Age is another estimate of the travel time in your network in which travel time is the volume of pipes / the average velocity in each pipe.    You can compute the Water Age for each node and in the middle of each link (Figure 2).  </span><br />
<div class="separator" style="clear: both; text-align: center;"><br />
<a href="http://1.bp.blogspot.com/-h_aHu9YThwM/UJApa1oj9tI/AAAAAAAAByI/_aLfMaWKdL8/s1600/age3.png" style="margin-left: 1em; margin-right: 1em;"><img border="0" height="265" src="http://1.bp.blogspot.com/-h_aHu9YThwM/UJApa1oj9tI/AAAAAAAAByI/_aLfMaWKdL8/s320/age3.png" width="320" /></a></div>
<br />
<br />
<div class="p_embed p_image_embed">
<table align="center" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;">
<tbody>
<tr>
<td style="text-align: center;"><a href="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/zmWdGjs9hyxup9uNKdSgh2KFRseX1qbuArTJ7jGDg9fh3aZ1RODjk7yUDqzr/image001.png.scaled.1000.jpg" style="margin-left: auto; margin-right: auto;"><img alt="Image001" height="386" src="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/zmWdGjs9hyxup9uNKdSgh2KFRseX1qbuArTJ7jGDg9fh3aZ1RODjk7yUDqzr/image001.png.scaled.1000.jpg" width="1000" /></a></td>
</tr>
<tr>
<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 1.</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">  Map Display of Water Age in InfoSewer</span></td>
</tr>
</tbody>
</table>
<br /></div>
<br />
<br />
<br />
<br />
<div class="p_embed p_image_embed">
<table align="center" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;">
<tbody>
<tr>
<td style="text-align: center;"><a href="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/TKP3Jol9K2RqcWFTriJzcc7z8Fm7sAt4rNOWNeYoNnZaKEXR4zXxXTzdGVje/image002.png.scaled.1000.jpg" style="margin-left: auto; margin-right: auto;"><img alt="Image002" height="470" src="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/TKP3Jol9K2RqcWFTriJzcc7z8Fm7sAt4rNOWNeYoNnZaKEXR4zXxXTzdGVje/image002.png.scaled.1000.jpg" width="1000" /></a></td>
</tr>
<tr>
<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 2</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">.   The Water Age in Each Link is Calculated based on the Current Flow and Volume of the network about the Upstream Node of the Link.</span></td>
</tr>
</tbody>
</table>
</div>
</div>
</div>
</div>Water Age in InfoSewerhttps://swmm2000.com/forum/topics/water-age-in-infosewer2012-09-01T15:31:49.000Z2012-09-01T15:31:49.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><br />
<b><span style="font-family: Georgia,serif;">Note:</span></b><span style="font-family: Georgia,serif;">   Water Age in InfoSewer</span><br />
<br />
<span style="font-family: Georgia,serif;">InfoSewer and H2OMAP Sewer has a Water Quality option called Time of Concentration (TOC) or Water Age that allows the modeler to estimate the residence time in his or her Sewer Network.    The use of Water Age is simple, you just pick TOC(AGE) as the Water Quality Constituent in the Quality Tab of Run Manager for an EPS simulation and the program will automatically assign a Water Age of 0 hours to all loading Manholes (Figure 1).    The Water Age is another estimate of the travel time in your network in which travel time is the volume of pipes / the average velocity in each pipe.    You can compute the Water Age for each node and in the middle of each link (Figure 2).  </span><br />
<br />
<br />
<div class="p_embed p_image_embed">
<table align="center" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;">
<tbody>
<tr>
<td style="text-align: center;"><a href="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/zmWdGjs9hyxup9uNKdSgh2KFRseX1qbuArTJ7jGDg9fh3aZ1RODjk7yUDqzr/image001.png.scaled.1000.jpg" style="margin-left: auto; margin-right: auto;"><img alt="Image001" height="386" src="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/zmWdGjs9hyxup9uNKdSgh2KFRseX1qbuArTJ7jGDg9fh3aZ1RODjk7yUDqzr/image001.png.scaled.1000.jpg" width="1000" /></a></td>
</tr>
<tr>
<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 1.</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">  Map Display of Water Age in InfoSewer</span></td>
</tr>
</tbody>
</table>
</div>
<br />
<br />
<br />
<br />
<br />
<br />
<div class="p_embed p_image_embed">
<table align="center" cellspacing="0" class="tr-caption-container" style="margin-left: auto; margin-right: auto; text-align: center;">
<tbody>
<tr>
<td style="text-align: center;"><a href="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/TKP3Jol9K2RqcWFTriJzcc7z8Fm7sAt4rNOWNeYoNnZaKEXR4zXxXTzdGVje/image002.png.scaled.1000.jpg" style="margin-left: auto; margin-right: auto;"><img alt="Image002" height="470" src="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/TKP3Jol9K2RqcWFTriJzcc7z8Fm7sAt4rNOWNeYoNnZaKEXR4zXxXTzdGVje/image002.png.scaled.1000.jpg" width="1000" /></a></td>
</tr>
<tr>
<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 2</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">.   The Water Age in Each Link is Calculated based on the Current Flow and Volume of the network about the Upstream Node of the Link.</span></td>
</tr>
</tbody>
</table>
</div>
<br /></div>
</div>
</div>Stormwater Effects Handbook: A Toolbox for Watershed Managers, Scientists, and Engineers.https://swmm2000.com/forum/topics/6651140:DiscussionEntry:85922008-04-01T00:31:21.000Z2008-04-01T00:31:21.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><b><a href="http://www.epa.gov/ednnrmrl/publications/books/handbook/index.htm">http://www.epa.gov/ednnrmrl/publications/books/handbook/index.htm</a></b> This handbook is intended to be a working document which assists scientists, engineers, consultants, regulators, citizen groups, and environmental managers in determining if stormwater runoff is causing adverse effects and beneficial-use impairments in local receiving waters. This includes adverse effects on aquatic life and human health and considers exposures to multiple stressors such as pathogens, chemicals, and habitat alteration. Given the complicated nature of the problem, where diffuse inputs contain multiple stressors which vary in intensity with time (and often in areas which are simultaneously impacted by point source discharges or other development activities, e.g., channelization), it is difficult to define and separate stormwater effects from these other factors. To accomplish this task requires an integrated watershed-based assessment approach which focuses on sampling before, during, and after storm events. This handbook provides a logical approach for an experimental design that can be tailored to address a wide range of environmental concerns, such as ecological and human health risk assessments, determining water quality or biological criteria exceedances, use impairment, source identification, trend analysis, determination of best management practice (BMP) effectiveness, stormwater quality monitoring for NPDES Phase I and II permits and applications, and total maximum daily load (TMDL) assessments. Despite the complexity of stormwater, successful and accurate assessments of its impact are possible by following the logical integrated approaches described in this handbook.
</div>