InfoSWMM - All Forums - SWMM 5 or SWMM or EPASWMM and SWMM5 in ICM_SWMM2024-03-19T13:45:15Zhttps://swmm2000.com/forum/topics/feed/category/InfoSWMMgis informationhttps://swmm2000.com/forum/topics/gis-information2019-01-28T17:06:13.000Z2019-01-28T17:06:13.000ZLeandro Villahttps://swmm2000.com/members/LeandroVilla<div><p>I´m using inp.pins to create an inp field from shape files of nodes and links but the program just create a inp with nodes, i need to solve this problem any way, using this program or another way to do it. </p><p>I´m also have a problem because i don´t have subcatchment areas to run swmm, how can i solve it?</p><p>Then i need to link this model with a hecras model to generate a dual model betwaen river and seaage net, how can i do it?</p><p>Is there someone who can help me?</p></div>Horton infiltration helphttps://swmm2000.com/forum/topics/horton-infiltrationhelp2017-01-10T13:35:36.000Z2017-01-10T13:35:36.000Zmaarissahttps://swmm2000.com/members/maarissa<div><p>Hi! I'm trying to calculate Horton inflitration to get the same results as in SWMM (I have to calculate it manually in excel for my job). Could you help me how was it calculated. For example I've got :</p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347121?profile=original" target="_self">1.png</a></p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347368?profile=original" target="_self">2.png</a></p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347462?profile=original" target="_self">3.png</a></p><p>and the results:</p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347659?profile=original" target="_self">4.png</a></p><p></p><p>I know all equations but I'don't know how to use them, especially how to caltulate tp from equation</p><p>Please help me</p><p></p></div>Horton infiltrationhttps://swmm2000.com/forum/topics/horton-infiltration2017-01-10T13:34:44.000Z2017-01-10T13:34:44.000Zmaarissahttps://swmm2000.com/members/maarissa<div><p>Hi! I'm trying to calculate Horton inflitration to get the same results as in SWMM (I have to calculate it manually in excel for my job). Could you help me how was it calculated. For example I've got :</p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347121?profile=original" target="_self">1.png</a></p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347368?profile=original" target="_self">2.png</a></p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347462?profile=original" target="_self">3.png</a></p><p>and the results:</p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347659?profile=original" target="_self">4.png</a></p><p></p><p>I know all equations but I'don't know how to use them, especially how to caltulate tp from equation</p><p>Please help me</p><p></p></div>Different optimisation methods to calibrate SWMM5https://swmm2000.com/forum/topics/different-optimisation-methods-to-calibrate-swmm52016-05-15T15:43:02.000Z2016-05-15T15:43:02.000ZAlexandros Konishttps://swmm2000.com/members/AlexandrosKonis<div><p>Hey, I am looking for different optimisation algorithms for calibrating a small cathcment in SWMM5. Can anyone propose me some algorithms that are suitable for SWMM5 (I want to use R scripts)?</p></div>Question about Matlab-SWMM Linkhttps://swmm2000.com/forum/topics/question-about-matlab-swmm-link2016-02-06T15:44:18.000Z2016-02-06T15:44:18.000ZMotahareh Saadatpourhttps://swmm2000.com/members/MotaharehSaadatpour<div><p>I've linked Matlab to SWMM. To read the outflow summary I 've applied "C = textscan(fid, '%s', 'delimiter', '\n');" to scan *.rpt file.</p><p>But in high function evaluation I have error as "the encoding windows-1256 is not supported. " which is related to this line. Could you help me to solve the problem.</p><p></p><p>Regards</p></div>Directionshttps://swmm2000.com/forum/topics/directions2015-12-02T12:22:10.000Z2015-12-02T12:22:10.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><p>Directions</p>
<p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284346281?profile=original" target="_self">Entrance%20Central%20Campus_Survey%20Section_2012%20%282%29.pdf</a></p>
</div>InfoSWMM and H20Map SWMM and their Relationship to FEMA Approved SWMM 5 Engineshttps://swmm2000.com/forum/topics/infoswmm-and-h20map-swmm-and-their-relationship-to-fema-approved-2015-02-08T12:50:43.000Z2015-02-08T12:50:43.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><p><span class="font-size-4" style="font-family: georgia, palatino;">The purpose of this note is to show how InfoSWMM is related to various SWMM 5 engines. InfoSWMM is a ESRI Arc Map Interface to the properties of the SWMM 5 engine using model development tools created by Innovyze for InfoWater and InfoSewer. It uses a recompiled SWMM 5 engine for the purposes of integration with Arc GIS but the underlying engine code is the EPA SWWM 5 code. InfoSWMM has very good import and export tools for reading and writing SWMM 5 files. InfoSWMM does not have to be on the official FEMA list as it uses and exports the FEMA approved current SWMM 5 engine.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">SWMM 5 has been approved by <a href="https://www.fema.gov/national-flood-insurance-program-flood-hazard-mapping/hydraulic-numerical-models-meeting-minimum">FEMA</a> since 2005. Figure 1 shows the versions of SWMM that have been approved by FEMA. It is approval that continues each time a new EPA SWMM 5 is released. Innovyze InfoSWMM and H2OMap SWMM use a recompiled SWMM 5 engine based on the current version of EPA SWMM (Figure 2). The match between the EPA Engine and InfoSWMM is shown in Figure 2. EPA SWMM 5.x was produced by the Water Supply and Water Resources Division of the U.S. Environmental Protection Agency's National Risk Management Research Laboratory with assistance from the consulting firm of CDM Inc under a Cooperative Research and Development Agreement (CRADA) in 2004. Innovyze released the first version of InfoSWMM at the same time and keeps up to date with the latest SWMM 5 releases. The EPA SWMM 5 version used in the current version of InfoSWMM is listed at the top of the text output file (Figure 3).</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">We will show in the rest of this note how you compare the InfoSWMM engine results to the EPA SWMM 5 engine results. There are many processes to compare: RDII, Runoff, Groundwater, Snowmelt, Quality, Routing (Figure 4). The InfoSWMM model is exported to SWMM 5 (Figure 5) with the message board showing any problems in the export (Figure 6). The exported file can be immediately imported into SWMM 5 (Figure 7). Any files created by InfoSWMM such as RDII, Runoff or Hot Start files have the same format as SWMM 5 and can be used immediately in SWMM5 (Figure 8 and Figure 9). The process flows are the same in InfoSWMM and SWMM 5 (Figure’s 10, 11 and 12) as the underlying engine is the same (Figure 13) for the compared model (see Figure 14 for a comparison view of InfoSWMM and SWMM 5).</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0023.gif"><img title="clip_image002" src="http://swmm5.files.wordpress.com/2015/02/clip_image002_thumb.gif" alt="clip_image002" width="602" height="507" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 1. Time History of FEMA and SWMM Versions</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0045.gif"><img title="clip_image004" src="http://swmm5.files.wordpress.com/2015/02/clip_image004_thumb.gif" alt="clip_image004" width="595" height="484" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 2 InfoSWMM Versions and Corresponding EPA SWMM 5 Engines</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0065.gif"><img title="clip_image006" src="http://swmm5.files.wordpress.com/2015/02/clip_image006_thumb.gif" alt="clip_image006" width="637" height="112" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 3 The Version of the SWMM 5 Engine Used in InfoSWMM is shown at the top of the Text Output File.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0083.gif"><img title="clip_image008" src="http://swmm5.files.wordpress.com/2015/02/clip_image008_thumb.gif" alt="clip_image008" width="633" height="489" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 4. The SWMM 5 Engine has many Processes as shown in this InfoSWMM Dialog.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0105.jpg"><img title="clip_image010" src="http://swmm5.files.wordpress.com/2015/02/clip_image010_thumb.jpg" alt="clip_image010" width="660" height="204" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 5. The export of an InfoSWMM Model to a SWMM 5 Inp file is a One Step Command</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0123.gif"><img title="clip_image012" src="http://swmm5.files.wordpress.com/2015/02/clip_image012_thumb.gif" alt="clip_image012" width="660" height="209" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 6. The InfoSWMM Message Board shows Any Export Messages.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0143.gif"><img title="clip_image014" src="http://swmm5.files.wordpress.com/2015/02/clip_image014_thumb.gif" alt="clip_image014" width="660" height="149" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 7. The import of the Exported InfoSWMM File into SWMM 5 is also a One Step Command</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0163.gif"><img title="clip_image016" src="http://swmm5.files.wordpress.com/2015/02/clip_image016_thumb.gif" alt="clip_image016" width="660" height="173" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 8. All Files Created in InfoSWMM can be used directly in SWMM 5 - it has to be the proper SWMM 5 engine corresponding to the InfoSWMM Version.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0183.gif"><img title="clip_image018" src="http://swmm5.files.wordpress.com/2015/02/clip_image018_thumb.gif" alt="clip_image018" width="660" height="231" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 9. All Files Created in InfoSWMM can be used directly in SWMM 5. This is the SWMM 5 dialog that is equivalent to the InfoSWMM Dialog.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0203.gif"><img title="clip_image020" src="http://swmm5.files.wordpress.com/2015/02/clip_image020_thumb.gif" alt="clip_image020" width="660" height="327" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 10. RDII, Runoff and Water Quality compared in the InfoSWMM Output (left) and SWMM 5 Output (right). The Process Values are the same.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0223.gif"><img title="clip_image022" src="http://swmm5.files.wordpress.com/2015/02/clip_image022_thumb.gif" alt="clip_image022" width="660" height="395" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 11 Groundwater, Flow and Water Quality Routing compared in the InfoSWMM Output (left) and SWMM 5 Output (right). The Process Values are the same.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image0243.gif"><img title="clip_image024" src="http://swmm5.files.wordpress.com/2015/02/clip_image024_thumb.gif" alt="clip_image024" width="660" height="318" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 12 LID Process Components compared in the InfoSWMM Output top) and SWMM 5 Output (bottom). The Process Values are the same.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image026.gif"><img title="clip_image026" src="http://swmm5.files.wordpress.com/2015/02/clip_image026_thumb.gif" alt="clip_image026" width="660" height="604" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 13. InfoSWMM uses the SWMM 5 C code for the Current Version of EPA SWMM in a Recompiled C++ Shell.</span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;"><a href="http://swmm5.files.wordpress.com/2015/02/clip_image028.jpg"><img title="clip_image028" src="http://swmm5.files.wordpress.com/2015/02/clip_image028_thumb.jpg" alt="clip_image028" width="660" height="332" border="0" /></a></span></p>
<p><span class="font-size-4" style="font-family: georgia, palatino;">Figure 14. The Model discussed here has 232 Links. InfoSWMM (left) and SWMM 5 (right).</span></p>
</div>Pump Curve Behaviorhttps://swmm2000.com/forum/topics/pump-curve-behavior2014-06-26T14:44:48.000Z2014-06-26T14:44:48.000ZRoss Volkweinhttps://swmm2000.com/members/RossVolkwein<div><p>I am new to trying to model VFD Pumps. I have a single pump running on a single type 3 curve without controls besides on-off levels. Looking at the pump operation curve, the purple diamond indicates that the pump is operating on the curve most of the time but at various time steps the red line of the curve changes so that the purple indicator is no longer riding along it. It looks like the pump is operating at the same flowrate but the curve changes. Is this a graphical error or is there something going on? I've attached screenshots fr reference.</p><p>Also, what is the best way to ensure that the pump and forcemain are operating correctly according to the system curve?</p><p>Thanks for any insight.</p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347101?profile=original" target="_self"><img width="500" src="http://storage.ning.com/topology/rest/1.0/file/get/3284347101?profile=RESIZE_1024x1024" width="500" class="align-center"/></a></p><p></p><p></p><p><a href="http://storage.ning.com/topology/rest/1.0/file/get/3284347179?profile=original" target="_self"><img width="500" src="http://storage.ning.com/topology/rest/1.0/file/get/3284347179?profile=RESIZE_1024x1024" width="500" class="align-center"/></a></p><p></p><p></p></div>Piezometric Head of the Nodes in SWMM 5.https://swmm2000.com/forum/topics/piezometric-head-of-the-nodes-in-swmm-52014-05-05T18:41:59.000Z2014-05-05T18:41:59.000Zkrishnendu pritam debhttps://swmm2000.com/members/krishnendupritamdeb<div><p>How do I get the piezometric head ( pressure + elevation head) of the nodes in the result of SWMM 5? Is there options for this or something has to be implemented in the source code of SWMM5 ? Please throw some light in this regard.</p></div>Flow on LID outputs?https://swmm2000.com/forum/topics/flow-on-lid-outputs2014-04-25T15:28:58.000Z2014-04-25T15:28:58.000ZMenna Yassinhttps://swmm2000.com/members/MennaYassin<div><p>Hello,</p><p>This might be a simple question for some of you but I am still learning the software....</p><p>I am trying to model flow on an LID surface and wanted to ask about the outputs I can get from the software and how I can get it. Is it possible to get the dq at different time intervals? can I get the elevation of water along the x and y axis of the LID surface at a specific time step? Is there a print out or output report that has these detailed information?</p><p></p><p>Thank you for your help!!!</p><p></p></div>How InfoSewer and InfoSWMM are Extensions in Arc Map with Add On Extensions with Applicationshttps://swmm2000.com/forum/topics/how-infosewer-and-infoswmm-are-extensions-in-arc-map-with-add-on-2014-01-27T03:50:35.000Z2014-01-27T03:50:35.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
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<span style="font-family: Georgia, Times New Roman, serif;"><br /></span> <span style="font-family: Georgia, Times New Roman, serif;"><b>A</b> Possible Arc Map Extensions</span><br />
<span style="font-family: Georgia, Times New Roman, serif;"><b>B</b> Possible InfoSWMM Add On Extensions to the basic Arc Map Program</span><br />
<span style="font-family: Georgia, Times New Roman, serif;"><b>C</b> Applications such as InfoSWMM 2D, RDII Analyst and Risk Assessment Manager that work alongside of InfoSWMM or InfoSewer</span><br />
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</div>Innovyze Releases SWMMLive: Real-Time Stormwater, Wastewater and Watershed Modelinghttps://swmm2000.com/forum/topics/innovyze-releases-swmmlive-real-time-stormwater-wastewater-and-wa2013-12-17T17:21:14.000Z2013-12-17T17:21:14.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><table width="100%" border="0" cellspacing="0">
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<div><font><b>Innovyze Releases SWMMLive: Real-Time Stormwater, Wastewater and Watershed Modeling</b></font></div>
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<div><font><i>Revolutionary New Product Equips Wastewater Utilities with Unprecedented Capabilities for Decision-Making and Real-Time Control Optimization</i></font></div>
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<div><b><font>Broomfield, Colorado, USA, <span class="aBn"><span class="aQJ">December 17, 2013</span></span></font></b><font> — </font><font>Redrawing the boundaries of collection system modeling, Innovyze, a leading global innovator of business analytics software and technologies for smart wet infrastructure, today announced the worldwide release of </font><font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8ES-1/c.aspx" target="_blank">SWMMLive</a></i></font><font> for real-time operational forecasting and management of urban drainage systems. The pioneering release provides wastewater utilities timely, accurate and reliable forecasts of what will happen within a catchment, based on past and current observations of a multitude of parameters along with future rainfall predictions. It also helps them identify flood-vulnerable assets and formulate sound remediation/mitigation strategies.<br /></font><br />
<font>The product combines the comprehensive urban drainage modeling capabilities of </font><font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8ET-1/c.aspx" target="_blank">InfoSWMM</a></i></font><font> (and </font><font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8EU-1/c.aspx" target="_blank">H<sub>2</sub>OMAP SWMM</a></i></font><font>) with sophisticated real-time operational forecasting, early warning, and emergency management. This debut reflects Innovyze’s vanguard position in the wastewater industry and its ongoing commitment to delivering pioneering smart water solutions that enhance the safety, reliability and sustainability of the world’s hydraulic infrastructure.<br /></font><br />
<font>Advances in computer simulation and hardware have made real-time operation of stormwater, wastewater and combined systems a reality. <i>SWMMLive</i> allows both large and small utilities to manage their collection systems more efficiently and effectively than ever before. This powerful risk assessment and real-time decision making tool enables managers and operators to consider the influence of a full range of catchment factors in three key areas: management of flooding and reduction of unregulated discharges; optimization of storage, green alternatives and existing infrastructure, leading to savings on capital works; and optimization of pumps to lower energy costs and reduce CO<sub>2</sub> emissions.<br /></font><br />
<font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8ES-1/c.aspx" target="_blank"><font>SWMMLive</font></a></i> can directly import any <i>InfoSWMM</i> or <i>H<sub>2</sub>OMAP SWMM</i> project and is designed to work automatically. Once a system is configured, real-time data is continually and automatically harvested and quality checked. This data can be defined by a number of parameters, including observed and forecasted radar rainfall, online water quality measurements, and ancillary structure and pump operation time series. Simulations are carried out automatically at a user-defined frequency using the full hydrodynamic and functional capabilities of <font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8ET-1/c.aspx" target="_blank">InfoSWMM</a></i></font>(and <font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8EU-1/c.aspx" target="_blank">H<sub>2</sub>OMAP SWMM</a></i></font>), including water quality assessment, pollution prediction, urban flooding, green LID and BMP alternatives, and real-time control. Simulation frequency can change in response to user-defined conditions. For example, increased rainfall intensity can trigger a reduction in the interval between simulations.<br /></font><br />
<font>Warnings or alerts triggered during the forecast period are instantly displayed via the rich <i>SWMMLive</i> user interface, allowing system operators to see at a glance which areas need attention and what actionable options might be taken. Comparison alerts can be used to highlight differences between observed and modeled results, enabling users to refine their models — creating unprecedented confidence in simulation results.<br /></font><br />
<font><i><a href="http://mailer.innovyze.com/3KM-2254M-16UVQO-US8ES-1/c.aspx" target="_blank"><font>SWMMLive</font></a></i> also allows operators to perform additional simulations that explore alternative real time control scenarios — such as the impact of switching on a pump earlier than planned — and quickly seeing the effect of these changes on the system. The wide range of capabilities in <i>SWMMLive</i> allow it to be used as a key tool in the decision making process, enabling operators to take action to avoid system issues, release timely alerts, and quickly deploy response teams if necessary.<br /></font><br />
<font>“Real-time urban drainage modeling is an invaluable tool for wastewater utility planning, engineering and water quality departments,” said Paul F. Boulos, Ph.D., BCEEM, Hon.D.WRE, <a href="http://dist.d.ne/" target="_blank">Dist.D.NE</a>, F.ASCE, President, COO and Chief Operating Officer of Innovyze. “However, translating these benefits to real-time operations has proven difficult. With <i>SWMMLive</i>, Innovyze has changed the paradigm for how and where urban drainage models can be applied. This milestone solution will help wastewater utilities worldwide harness the power of real-time data, scenario planning, and predictive modeling to transform the operation and management of their collection systems and anticipate and mitigate the effects of extreme weather-related events. It is the ultimate decision support system for operating and sustaining safe, reliable and efficient infrastructures while effectively protecting public health and our waterways.”</font></div>
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</div>InfoSWMM: Is it possible to use multiple Inflow files?https://swmm2000.com/forum/topics/infoswmm-is-it-possible-to-use-multiple-inflow-files2013-04-26T19:47:38.000Z2013-04-26T19:47:38.000ZRoss Volkweinhttps://swmm2000.com/members/RossVolkwein<div><p>I saw somewhere that you could indeed use multiple inflow files. I can not seem to get this to work correctly however.</p><p></p><p>I am able to run each inflow file by itself just fine and I'm sure that everything is working correctly. But when I enable two inflow files, only one of them works. I believe that the one that is most recently read by SWMM is the one that is used. Is this not possible? If not, is there a good way to join multiple inflow files?</p><p></p><p>Thanks for any input!</p></div>Maximum HGL Head Class in InfoSWMM AND H2OMAP SWMMhttps://swmm2000.com/forum/topics/maximum-hgl-head-class-in-infoswmm-and-h2omap-swmm2012-12-20T23:37:45.000Z2012-12-20T23:37:45.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b><span style="font-family: Georgia,serif;">Maximum HGL Head Class in InfoSWMM AND H2OMAP SWMM</span></b><br />
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<span style="font-family: Georgia,serif;">You can find the node flood or surcharge maximum occurrence during a simulation in the Junction Summary Report table in InfoSWMM and H2OMAP SWMM (Figure 1)</span><br />
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<b><span style="font-family: Georgia,serif;">Empty                                  </span></b> <span style="font-family: Georgia,serif;">if the Node Head is below or equal to the Lowest Link Connecting  Elevation</span><br />
<b><span style="font-family: Georgia,serif;">Below Link Crown</span></b> <span style="font-family: Georgia,serif;">           if the Node Head is below or equal to the Highest Link Connecting Crown</span><br />
<b><span style="font-family: Georgia,serif;">Below Maximum Depth</span></b> <span style="font-family: Georgia,serif;">  if the Node Head is below or equal to the Node Invert + <b>Full  Depth. </b> The column Max Surcharge Height above Crown will also tell you how deep the Surcharge in a Node.</span><br />
<b><span style="font-family: Georgia,serif;">Surchaged</span></b> <span style="font-family: Georgia,serif;">                          if none of the above is true.</span><br />
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<td class="tr-caption" style="text-align: center;"><span style="font-family: Georgia, serif; font-size: small; text-align: left;">Figure 1.  Junction Summary Report in InfoSWMM</span></td>
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<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif; font-size: 11pt;">Figure 2.</span></b><span style="font-family: Georgia,serif; font-size: 11pt; text-align: left;">  Maximum S</span><span style="font-family: Georgia,serif; font-size: 11pt; text-align: left;">urcharge Height above Crown Definition</span></td>
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</div>Global Dry Weather Flow Reduction in InfoSWMM and H2OMAP SWMMhttps://swmm2000.com/forum/topics/global-dry-weather-flow-reduction-in-infoswmm-and-h2omap-swmm2012-12-07T21:41:39.000Z2012-12-07T21:41:39.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
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<span style="font-family: Georgia,serif;">Global Dry Weather Flow Reduction in InfoSWMM and H2OMAP SWMM</span><br />
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<span style="font-family: Georgia,serif;">A cool tip to reduce the overall dry weather flow in InfoSWMM and H2OMAP SWMM without changing the mean dry weather flow is to do the following:</span><br />
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<span style="font-family: Georgia,serif;">1.<span style="font: 7.0pt Times New Roman;">      </span></span> <span style="font-family: Georgia,serif;">Make a Reduction or Increase Flow Pattern in the Operations tab of the Attribute Browser <span style="color: red;">(2),</span></span><br />
<span style="font-family: Georgia,serif;">2.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">For example, if we want to have 85 percent of the flow use a value of 0.85</span><br />
<span style="font-family: Georgia,serif;">3.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">In the Node DWF DB Table <span style="color: red;">(2)</span> use the pattern just created <span style="color: red;">(3)</span></span><br />
<span style="font-family: Georgia,serif;">4.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">All of the flows in the DWF table and during your simulation will be reduced by 15 percent.</span><br />
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</div>InfoSWMM 2D Report Variableshttps://swmm2000.com/forum/topics/infoswmm-2d-report-variables2012-12-02T03:46:40.000Z2012-12-02T03:46:40.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b><span style="color: #333333; font-family: Georgia,serif;">InfoSWMM 2D Report Variables</span></b><br />
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<span style="color: #333333; font-family: Georgia,serif;">The Junction Graph variables for 2D Depth, 2D Speed, 2D Froude Number, 2D Unit Flow, 2D Inflow, 2D Volume and 2D Angle for a InfoSWMM 2D simulation for up to 1000 years can be plotted in the Report Manager of InfoSWMM.  This is an image of the 2D inflow over a 10 year period (</span><span style="color: #558ed5; font-family: Georgia,serif;">A</span><span style="color: #333333; font-family: Georgia,serif;">), all seven graph variables (</span><b><span style="color: #558ed5; font-family: Georgia,serif;">B</span></b><span style="color: #333333; font-family: Georgia,serif;">) for the mesh triangle associated with the 1D node (</span><b><span style="color: #558ed5; font-family: Georgia,serif;">C</span></b><span style="color: #333333; font-family: Georgia,serif;">).  The 2D inflow is + for flow out of the node to a mesh triangle and – for flow from the mesh triangle to the  1D junction.</span><br />
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</div>The Structure of InfoSWMM in Arc Maphttps://swmm2000.com/forum/topics/the-structure-of-infoswmm-in-arc-map2012-11-23T07:21:02.000Z2012-11-23T07:21:02.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b>The Structure of InfoSWMM in Arc Map</b><br />
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</div>How to Use the Output Relate in Excel using H2OMAP SWMMhttps://swmm2000.com/forum/topics/how-to-use-the-output-relate-in-excel-using-h2omap-swmm2012-11-22T17:23:21.000Z2012-11-22T17:23:21.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b><span style="font-family: Georgia,serif;">How to Use the Output Relate in Excel using H2OMAP SWMM</span></b><br />
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<span style="font-family: Georgia,serif;">You have to perform the following steps:</span><br />
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<span style="font-family: Georgia,serif;">1.<span style="font: 7.0pt Times New Roman;">      </span></span> <span style="font-family: Georgia,serif;">Make an Output Relate (using the Operations Tab of the H2OMAP SWMM Browser) which will be the same as the Pipe Summary Table in the Output Report Manager</span><br />
<span style="font-family: Georgia,serif;">2.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">Run the model to make the Output Relate and then update the Relate (Figure 1)</span><br />
<span style="font-family: Georgia,serif;">3.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">Using Windows Explorer navigate to the HSDB folder of your H2MAP SWMM project</span><br />
<span style="font-family: Georgia,serif;">4.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">Continue to the Relate Subfolder and open up the Relate DBD file in Excel (Figure 2)</span><br />
<span style="font-family: Georgia,serif;">5.<span style="font: 7.0pt Times New Roman;">     </span></span> <span style="font-family: Georgia,serif;">You cannot SAVE this file but you can save is as a new Excel File</span><br />
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<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;">  Output Relate in H2OMAP SWMM to use the Pipe Summary Table</span></td>
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<td class="tr-caption" style="text-align: center;"><span style="font-family: Georgia, serif; font-size: small; text-align: left;">Figure 2.   How to Use the Output Relate in Excel</span></td>
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</div>How to Save Node and Link Summary Tables in H2OMAP SWMM to Shapefileshttps://swmm2000.com/forum/topics/how-to-save-node-and-link-summary-tables-in-h2omap-swmm-to-shapef2012-11-22T17:10:06.000Z2012-11-22T17:10:06.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b><span style="font-family: Georgia,serif;">How to Save Node and Link Summary Tables in H2OMAP SWMM to Shapefiles</span></b><br />
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<span style="font-family: Georgia,serif;">The export manager of H2OMAP SWMM is very flexible, you can export shape, MIF and CSV files but you have to do some copy and pasting to allow the program to export ALL of the node and pipe summary tables.  The export manager will export any node or pipe information in the DB hydraulic and information tables.  If you copy and paste, for example, the output pipe summary table to the Pipe information tables (Figure 1) then you can use the Export Manager (Figure 2) to save the shape file with tables (Figure 4) and view the shape file in Arc Map (Figure 4).  The TOC properties in Arc Map can be used to show the maximum d over D or maximum Q over Qfull values in Arc Map using this VBScript.</span><br />
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<span style="font-family: Georgia,serif;">Function FindLabel ( [DOVEMAXD] )</span><br />
<span style="font-family: Georgia,serif;">  FindLabel = "" & FormatNumber([DOVEMAXD],2) & ""</span><br />
<span style="font-family: Georgia,serif;">End Function</span><br />
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<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;">Copy and Paste the Pipe Summary information from the Output Tables to the Pipe Information  Tables<b>.</b></span></td>
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<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;">Select a link Shapefile using the Export Manager</span></td>
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<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 3.  </span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">Save the Link Information and other data to a shape file.</span><span style="font-family: Georgia, serif; text-align: left;"> </span></td>
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<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 4.</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">  The created shapefile added to Arc Map and displayed using the Layer Properties of Arc Max.</span></td>
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</div>Advanced Labeling in InfoSWMM or H2OMAP SWMM to show MM or IN on a HGL Plothttps://swmm2000.com/forum/topics/6651140:DiscussionEntry:97652012-11-20T15:46:11.000Z2012-11-20T15:46:11.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><b><span style="font-family: Georgia,serif;">Advanced Labeling in InfoSWMM or H2OMAP SWMM to show MM or IN on a HGL Plot</span></b><br />
<div class="gmail_quote">
<div><br />
<span style="font-family: Georgia,serif;">Here is how to get the maximum depth shown in millimeters or inches on a HGL Plot in InfoSWMM or H2OMAP SWMM– use the OTHER LINK Dimensions option.  You need to run the model again to have your new diameter shown on the HGL plot.  We use the output file to make the HGL plot and without a new model run the maximum depth will not be shown in either InfoSWMM or H2OMAP SWMM. </span><br />
<br />
<b><span style="color: #7030a0; font-family: Georgia,serif;">Keys:</span></b><br />
<span style="color: red; font-family: Georgia,serif;">Use Other Units instead of feet or meters, and</span><br />
<span style="color: red; font-family: Georgia,serif;">Use the Advanced Labeling in InfoSWMM or H2OMAP SWMM</span><br />
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<div class="p_embed p_image_embed"><span style="font-family: Georgia,serif;"><a href="http://getfile0.posterous.com/getfile/files.posterous.com/swmm5/1aspv9Wre1Fi5lTct4egpwIBr6AjTl1n7Ky4xAoFsxlNcbfFbdYCQkRM6BiL/image001.jpg.scaled.1000.jpg"><img alt="Image001" height="451" src="http://getfile0.posterous.com/getfile/files.posterous.com/swmm5/1aspv9Wre1Fi5lTct4egpwIBr6AjTl1n7Ky4xAoFsxlNcbfFbdYCQkRM6BiL/image001.jpg.scaled.1000.jpg" width="1000" /></a></span></div>
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</div>Steady State Flow Analysis in InfoSWMM using a Ramp DWFhttps://swmm2000.com/forum/topics/steady-state-flow-analysis-in-infoswmm-using-a-ramp-dwf2012-11-10T02:16:12.000Z2012-11-10T02:16:12.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><p><b>Subject:  </b>Steady State Flow Analysis in InfoSWMM using a Ramp DWF</p>
<p> </p>
<p>This can be easily created using a few steps in InfoSWMM.<font> </font></p>
<p><b> </b></p>
<p><b><font>Step 1:<font>  </font></font></b>Using Scenario Explorer make a cloned Child Scenario and a cloned DWF Set which will be later modified.</p>
<p><font> </font></p>
<p> </p>
<div class="p_embed p_image_embed">
<p><b><img width="552" src="http://posterous.com/getfile/files.posterous.com/swmm5/vDKDK0YBEfaNVpGHLgr4oVTMs6VT9OR7LEaATogaPUyddTwQcbVWB5CACgCV/image002.png" height="391" alt="Image002" /></b></p>
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<p><b> </b></p>
<p><b> </b></p>
<p><b><font>Step 2:<font>  </font></font></b>Using DB Manager and the <font>BlockEdit</font> tool and increase the mean DWF by a factor of 10, 100 or 1000 to drown out all Wet Wells and cause the pumps to turn on and stay turned on during the simulation in the newly created DWF Set.</p>
<p><b> </b></p>
<p> </p>
<div class="p_embed p_image_embed">
<p><b><a href="http://posterous.com/getfile/files.posterous.com/swmm5/ZALEe7wfW0BYNfu21VLmHCGSNNirnXc8T11bkBZbyU5e998S5ipLE5UA44J2/image003.png"><img width="600" src="http://posterous.com/getfile/files.posterous.com/swmm5/ZALEe7wfW0BYNfu21VLmHCGSNNirnXc8T11bkBZbyU5e998S5ipLE5UA44J2/image003.png" height="440.71661237785" alt="Image003" /></a></b></p>
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<p><b> </b></p>
<p><b><font>Step 3.<font>  </font></font></b>Run the batch manager and create two output files – Normal and Steady State for comparison.</p>
<p><font> </font></p>
<p> </p>
<div class="p_embed p_image_embed">
<p><img width="424" src="http://posterous.com/getfile/files.posterous.com/swmm5/XHfrPcSKg2tru6hGv9PvYPaQeo9tmnPenGEYzY6JlX8z5JwUOo3lmfoEODXb/image004.png" height="396" alt="Image004" /></p>
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<p><font> </font></p>
<p><b><font>Step 4.<font>  </font></font></b>You can now compare the two scenario’s using Output Manager and the Compare Graph tool.<font>  </font>The Ramped Model should have constant flows in both links and pumps.<font>  </font>It was not necessary to change any of the patterns.</p>
<p><font> </font></p>
<p> </p>
<div class="p_embed p_image_embed">
<p><a href="http://posterous.com/getfile/files.posterous.com/swmm5/noRlGI9iWgkKw3kElDIASRVG96tIiH7CqicsCcE43yMkuwqsqpAuOWvMEW22/image005.png"><img width="600" src="http://posterous.com/getfile/files.posterous.com/swmm5/noRlGI9iWgkKw3kElDIASRVG96tIiH7CqicsCcE43yMkuwqsqpAuOWvMEW22/image005.png" height="324.563758389262" alt="Image005" /></a></p>
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<p><b><font>Step 5.<font>  </font></font></b>The model is still<font>  </font>in balance – the excess DWF Inflow ends up as flooded flow and is listed as Internal Outflow.</p>
<p><font> </font></p>
<p> </p>
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<p><b><img width="516" src="http://posterous.com/getfile/files.posterous.com/swmm5/5l3TvXytocCdFFfpvMoRSgI3WlnG5F2zyZp45z4r58uFylrpvmuPQ01gL7Nq/image006.png" height="241" alt="Image006" /></b></p>
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</div>Sensitivity Analysis in InfoSWMM and H2OMAP SWMMhttps://swmm2000.com/forum/topics/sensitivity-analysis-in-infoswmm-and-h2omap-swmm2012-11-10T02:05:06.000Z2012-11-10T02:05:06.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div class="p_embed p_image_embed">
<p><b>Subject:</b>  Sensitivity Analysis in InfoSWMM and H2OMAP SWMM</p>
</div>
<p></p>
<p><font>It is easy to perform sensitivity analysis in InfoSWMM and H2oMAP SWMM using the <b><font>Scenario Manager, Dataset manager, Block Edit in the Database Editor, Batch Simulation</font></b> and the <b><font>Report Manager</font></b>.  For example, we will do a sensitivity analysis for the Subcatchment Width (one the physical parameters in the Subcatchment analysis of SWMM 5 – see Figure 1).  The width is normally the area divided by the overland path length but there are many common means of calculating the width.   </font></p>
<p><b>Figure 1.</b>  Physical Data used in the Calculation of Surface Runoff using the Non Linear Reservoir Routing method in SWMM 5.</p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><a href="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/El6mAwedsnaFXCEAD54tz6AzBftG2IGuQItfGpqAQVv8KoLDo7qk3duDIRZT/image004.png.scaled.1000.jpg"><img alt="Image004" height="751" src="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/El6mAwedsnaFXCEAD54tz6AzBftG2IGuQItfGpqAQVv8KoLDo7qk3duDIRZT/image004.png.scaled.1000.jpg" width="1000" /></a></p>
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<p><a href="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/JMvth1m2WzuIIed94jGITB4cEV7jtPcns10z9i6WeebT78Lq5IG0U2482Zhi/image012.png"><img alt="Image012" height="415.718717683557" src="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/JMvth1m2WzuIIed94jGITB4cEV7jtPcns10z9i6WeebT78Lq5IG0U2482Zhi/image012.png" width="600" /></a></p>
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<p></p>
<p><b>Figure 2.</b>  The base scenario for our sensitivity analysis.</p>
<p></p>
<p><font>There are seven main steps in the sensitivity analysis of the width:</font></p>
<p></p>
<p><b><font color="#C00000">Step 1.</font></b>   Use the Scenario Explorer to make Child Scenarios from the Base Scenario.  For ease of understanding we will name each of the Child Scenario’s the percent change in the width parameter.  Thus, W-50, will be the Base Width Plus 50 percent.</p>
<p></p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><a href="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/m6W7XB0EktYWyCrp13uS6Rc18PWsUuyCnYo4ejjeucwbCjA22D7SIhQMgfPo/image001.png"><img alt="Image001" height="391.34328358209" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/m6W7XB0EktYWyCrp13uS6Rc18PWsUuyCnYo4ejjeucwbCjA22D7SIhQMgfPo/image001.png" width="600" /></a></p>
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<p></p>
<p><b><font color="#C00000">Step 2.</font></b>   Use the Dataset Manager to create different Subcatchment Sets that will be used for each of the Scenario’s.  Again for ease of understanding we will use the name S_W+50 etc for the Sets to match the change in the Width Parameter.</p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><img alt="Image005" height="395" src="http://getfile3.posterous.com/getfile/files.posterous.com/swmm5/6PoVQ6BrOLVrBue3fbBdBTcMbu6CB34rNAsB7wsWn2eLBcysEOGXEfPDehpl/image005.png" width="528" /></p>
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<p></p>
<p><b><font color="#C00000">Step 3.</font></b>   Use the Scenario Manger to choose the right Subcatchment Set for Each Scenario.</p>
<p></p>
<p></p>
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<p><a href="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/z2mNWPxq7sZMOnZmKCYjCfwyNGkmSmbM94IcTxQEkgnpR0IKBERl32OmjDbd/image007.png"><img alt="Image007" height="394.311377245509" src="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/z2mNWPxq7sZMOnZmKCYjCfwyNGkmSmbM94IcTxQEkgnpR0IKBERl32OmjDbd/image007.png" width="600" /></a></p>
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<p><b><font color="#C00000">Step 4.</font></b>   Use the Database Editor to Edit and modify the Width of Each Subcatchment Set.</p>
<p></p>
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<div class="p_embed p_image_embed">
<p><a href="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/a8mSChZnZ150dQ10H9KdKruz5TfyLy7ftH6qYwnkF1GCrkfJmV90dzPLNFCA/image008.png"><img alt="Image008" height="508.064516129032" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/a8mSChZnZ150dQ10H9KdKruz5TfyLy7ftH6qYwnkF1GCrkfJmV90dzPLNFCA/image008.png" width="600" /></a></p>
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<p></p>
<p><b><font color="#C00000">Step 5.</font></b>   Use the Block Edit tool to multiply the Base Width Value by the needed value, 1.25, 1.50, 0.75, 0.50</p>
<p></p>
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<div class="p_embed p_image_embed">
<p><img alt="Image009" height="155" src="http://getfile7.posterous.com/getfile/files.posterous.com/swmm5/b3mEUJlVwk5VL6XADr2liYDldbnpC5w5w83lpMRg5l034oSBTx5NZpgRCU94/image009.png" width="399" /></p>
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<p></p>
<p><b><font color="#C00000">Step 6.</font></b>   Use the Batch Simulation Command to run all of the Scenario’s.</p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><img alt="Image010" height="391" src="http://getfile8.posterous.com/getfile/files.posterous.com/swmm5/cU5eUeaLJFYGHyK1dNvVCiIYevKd1KmLj8beD3WsbC7MoMIC8j6L65fdsoX4/image010.png" width="424" /></p>
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<p>                                              </p>
<p></p>
<p><b><font color="#C00000">Step 7.</font></b>   Use Report Manager and the tool Compare Graphs to graph the results of Each Scenario together.</p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><a href="http://getfile4.posterous.com/getfile/files.posterous.com/swmm5/O8td16YRrPKQ06C0CNoj954jT1U8JG8HCyKroDbKULCJKPkfh9ddCKNF153v/image011.png.scaled.1000.jpg"><img alt="Image011" height="589" src="http://getfile4.posterous.com/getfile/files.posterous.com/swmm5/O8td16YRrPKQ06C0CNoj954jT1U8JG8HCyKroDbKULCJKPkfh9ddCKNF153v/image011.png.scaled.1000.jpg" width="1000" /></a></p>
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<p></p>
<p><b><font color="#C00000">Step 8.</font></b>   In Report Manager you can produce a table that shows the runoff for each of the different scenarios.</p>
<p></p>
<p></p>
<div class="p_embed p_image_embed">
<p><a href="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/FdjstYxtizjQQLUFbN2NrK2EvSIoaRx7U6ZmKuNADtvVwtOBeCODhIcsdFoX/image013.png.scaled.1000.jpg"><img alt="Image013" height="158" src="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/FdjstYxtizjQQLUFbN2NrK2EvSIoaRx7U6ZmKuNADtvVwtOBeCODhIcsdFoX/image013.png.scaled.1000.jpg" width="1000" /></a></p>
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</div>Saving an Output Relate in InfoSWMM directly to Excel using Arc Tool Boxhttps://swmm2000.com/forum/topics/saving-an-output-relate-in-infoswmm-directly-to-excel-using-arc-t2012-11-10T00:30:00.000Z2012-11-10T00:30:00.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><p><b>Subject:</b>  Saving an Output Relate in InfoSWMM directly to Excel using Arc Tool Box</p>
<p> </p>
<p>The following shows how to make an Excel file directly from a feature table in InfoSWMM</p>
<p> </p>
<p><font color="#FF0000">Step 1.</font>  Download the Arc Tool box add on Table to Excel</p>
<p> </p>
<p>You can download the python script from here   <a href="http://resources.arcgis.com/gallery/file/geoprocessing/details?entryID=95009B25-1422-2418-7FB5-B8638ECB2FA9" target="_blank">http://resources.arcgis.com/gallery/file/geoprocessing/details?entryID=95009B25-1422-2418-7FB5-B8638ECB2FA9</a></p>
<p> </p>
<p><font color="#FF0000">Step 2.    </font>Add the Tool to Arc Toolbox and then use the tool to create an Excel CSV File</p>
<p> </p>
<div class="p_embed p_image_embed">
<p><img alt="Image001" height="350" src="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/oYL5CD7H373A7pEIh9qUuPHgROdpHvAr533iZ1fENjWgZO2N5MrsG9WKZipw/image001.png" width="493" /></p>
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<p> </p>
<p><font color="#FF0000">Step 3.</font>  You can export any of the features in InfoSWMM to CSV</p>
<p> </p>
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<p><img alt="Image002" height="520" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/yo2pRItAIZ1r779xqFQWT5HCD8pn2dez65FicXo4PO9Zs8zdf2NOYma1bGe2/image002.png" width="259" /></p>
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<p> </p>
<p> </p>
</div>Force Main Friction Loss in InfoSWMM and the Transition from Partial to Full Flowhttps://swmm2000.com/forum/topics/force-main-friction-loss-in-infoswmm-and-the-transition-from-part2012-11-10T00:28:07.000Z2012-11-10T00:28:07.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div class="gmail_quote">
<p><b><font face="Georgia, serif">Subject:</font></b><font face="Georgia, serif">  Force Main Friction Loss in InfoSWMM and the Transition from Partial to Full Flow</font></p>
<p><font face="Georgia, serif">You can model Force Main friction loss in InfoSWMM using either Darcy Weisbach or Hazen Williams as the full pipe friction loss method (see Figure 1 for the internal definition of full flow).   A </font><font color="#4E4E54" face="Georgia, serif">function called ForceMain in InfoSWMM whose purpose is to compute the Darcy-Weisbach friction factor for a force main using the<font> </font><b><font>Swamee and Jain approximation to the Colebrook-White equation </font></b>.  </font><font face="Georgia, serif">No matter which method you use for full flow the  program will use Manning’s equation to calculate the loss in the link when the link is not full (see Figure 2 for the equations used for calculating the friction loss – variable dq1 in the St Venant equation for InfoSWMM).  </font><font color="#4E4E54" face="Georgia, serif"> The regions for the different friction loss equations are shown in Figure 3.   </font><span> </span></p>
<p><font color="#4E4E54" face="Georgia, serif"> </font></p>
<p><font color="#4E4E54" face="Georgia, serif">There is no slot in InfoSWMM for the full pipe flow as </font><font face="Georgia, serif">a surcharged node in InfoSWMM uses this point iteration equation (Figure 4):</font></p>
<p><font face="Georgia, serif"> </font></p>
<p><font face="Georgia, serif">dY/dt = dQ / The sum of the Connecting Link values of  dQ/dH</font></p>
<p><font face="Georgia, serif"> </font></p>
<p><font face="Georgia, serif">where Y is the depth in the node, dt is the time step, H is the head across the link (downstream – upstream), dQ is the net inflow into the node and dQ/dH is the derivative with respect to H of the link  St Venant equation.  If you are trying to calibrate the surcharged node depth, the main calibration variables are the time step and the link  roughness:</font></p>
<p><font face="Georgia, serif"> </font></p>
<p><font face="Georgia, serif">1.   Mannings’s N</font></p>
<p><font face="Georgia, serif">2.   Hazen-Williams or</font></p>
<p><font face="Georgia, serif">3.   Darcy-Weisbach</font></p>
<p><font face="Georgia, serif"> </font></p>
<p><font face="Georgia, serif">The link roughness is part of the term dq1 in the St Venant solution and the other loss terms are included in the term dq5.  You can adjust the roughness of the surcharged link  to affect the node surcharge depth.   The point iteration continues until the sum of the flow in the node is zero – basically the new depth in the node either increases or decreases the friction loss in the force main so that net flow at the node is zero.  This is why it is important to use the right time step to ensure that the net flow is zero when the pumps turn on and off.</font></p>
<p><font color="#4E4E54" face="Georgia, serif"> </font><span style="font-family: Georgia, serif;"> </span></p>
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<p align="center"><b><i><font face="Georgia, serif">Figure 1.</font></i></b><font face="Georgia, serif">  How the full pipe condition is defined in InfoSWMM - both ends have to be full</font></p>
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<p align="center"><b><i><font face="Georgia, serif">Figure 2:</font></i></b><font face="Georgia, serif">  Friction equations used in SWMM 5 for a Force Main.<br /></font> <font color="#4E4E54" face="Georgia, serif"><br /></font></p>
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<p><a href="http://2.bp.blogspot.com/_bZpPqUkdxzE/TRtDWEOMs7I/AAAAAAAABk8/BsJ7kdo6pWw/s1600/2010-12-29_0853.png" target="_blank"></a><a href="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/z2Ny9UhOxAOPPG6zfjNiwN3vUUZjkLopfQn9nn4S4d1VZBRJgaqtfflV0KUP/image009.jpg"><img alt="Image009" height="222.222222222222" src="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/z2Ny9UhOxAOPPG6zfjNiwN3vUUZjkLopfQn9nn4S4d1VZBRJgaqtfflV0KUP/image009.jpg" width="600" /></a></p>
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<p> </p>
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<p align="center"><b><i><font face="Georgia, serif">Figure 3:</font></i></b><font face="Georgia, serif">  Regions of Friction loss equations in SWMM 5.</font></p>
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<p align="center"><font color="#4E4E54" face="Georgia, serif"><br /></font></p>
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<p><b><font face="Georgia, serif">Figure 4.</font></b><font face="Georgia, serif">  The Node Surcharge Equation is a function of the net inflow and the sum of the term dQ/dH in all connecting links. Generally, as you increase the roughness the value of dQ/dH increases and the denominator of the term dY/dt = dQ/dQdH increases.</font></p>
<p> </p>
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<p><a href="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/Q0fg5M54BSOoGCUTUJ80V3fOwVtLC72n4HdpenDAqzXoybS5pnhlFj4FX6cb/image002.png" target="_blank"></a><a href="http://getfile1.posterous.com/getfile/files.posterous.com/swmm5/Iw8hpLVTcMcic2ipWfZbTvx4YXt7FJzcz4VrQyOFcXhtHhjNtAsOJIBNmpMl/image010.png"><img alt="Image010" height="236.338418862691" src="http://getfile1.posterous.com/getfile/files.posterous.com/swmm5/Iw8hpLVTcMcic2ipWfZbTvx4YXt7FJzcz4VrQyOFcXhtHhjNtAsOJIBNmpMl/image010.png" width="600" /></a></p>
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<p> </p>
<p><font color="#4E4E54" face="Georgia, serif"> </font><img alt="Image001" height="210" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/JE41lR4k46HzysKX7xepSb51QvsOi6PqS8aAYtUW14d2XgAx68N5ps8Pgted/image001.png" width="532" /></p>
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<p><a href="http://getfile7.posterous.com/getfile/files.posterous.com/swmm5/opjNH2vJGAyiGcoxCp1yw7pVADNPaBhycr7QTNHen6XXJm35OsOvIxMuWCtS/image002.png"><img alt="Image002" height="304.477611940299" src="http://getfile7.posterous.com/getfile/files.posterous.com/swmm5/opjNH2vJGAyiGcoxCp1yw7pVADNPaBhycr7QTNHen6XXJm35OsOvIxMuWCtS/image002.png" width="600" /></a></p>
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</div>High and Low Estimates of ICM Subcatchment Dimension for SWMM Hydrologyhttps://swmm2000.com/forum/topics/high-and-low-estimates-of-icm-subcatchment-dimension-for-swmm-hyd2012-11-01T23:38:37.000Z2012-11-01T23:38:37.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><br />
<b>High and Low Estimates of ICM Subcatchment Dimension for SWMM Hydrology</b><br />
<div class="gmail_quote"><br />
These are the estimates for both SWMM 5, InfoSWMM and ICM SWMM Hydrology, the low estimate is 0.2*SQRT(Area in Feet) and the High Estimate is 5*SQRT(Area in Feet), Figure 1.  You can use higher or lower numbers to calibrate to monitored data but these are just guidelines using the InfoSWMM Subcatchment Manager Width Tool (Figure 2).<br />
<br />
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<td style="background: #c0504d; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="center" style="text-align: center;"><br />
<b><span style="color: white;">Subcatchment Area (Acres)</span></b></div>
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<div align="center" style="text-align: center;"><br />
<b><span style="color: white;">Low Estimate  Width (Feet), W = 0.2*SQRT(Area)</span></b></div>
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<td style="background: #8064a2; border-left: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="center" style="text-align: center;"><br />
<b><span style="color: white;">High Estimate  Width (Feet), W =5*SQRT(Area)</span></b></div>
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<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
1</div>
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<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
41.74</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
1,043.55</div>
</td>
</tr>
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<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
5</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
93.34</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
2,333.45</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
10</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
132.00</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
3,300.00</div>
</td>
</tr>
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<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
25</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
208.71</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
5,217.76</div>
</td>
</tr>
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<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
50</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
295.16</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
7,379.02</div>
</td>
</tr>
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<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
100</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
417.42</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
10,435.52</div>
</td>
</tr>
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<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
200</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
590.32</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
14,758.05</div>
</td>
</tr>
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<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
300</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
722.99</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
18,074.84</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
400</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
834.84</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
20,871.03</div>
</td>
</tr>
<tr>
<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
500</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
933.38</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
23,334.52</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
600</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
1022.47</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
25,561.69</div>
</td>
</tr>
<tr>
<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
700</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
1104.39</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
27,609.78</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
800</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
1180.64</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
29,516.10</div>
</td>
</tr>
<tr>
<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
900</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
1252.26</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
31,306.55</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
1,000</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
1320.00</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
33,000.00</div>
</td>
</tr>
<tr>
<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
5,000</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
2951.61</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
73,790.24</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
10,000</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
4174.21</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
104,355.16</div>
</td>
</tr>
<tr>
<td style="background: #dce6f1; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
50,000</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
9333.81</div>
</td>
<td style="background: #dce6f1; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
233,345.24</div>
</td>
</tr>
<tr>
<td style="background: #b8cce4; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="253">
<div align="right" style="text-align: right;"><br />
100,000</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="349">
<div align="right" style="text-align: right;"><br />
13200.00</div>
</td>
<td style="background: #b8cce4; border-left: none; border-top: none; padding: 0in 5.4pt 0in 5.4pt;" valign="bottom" width="456">
<div align="right" style="text-align: right;"><br />
330,000.00</div>
</td>
</tr>
</tbody>
</table>
<br />
Figure 1.  High and Low Estimates of the ICM Subcatchment Dimension for SWMM Hydrology or the SWMM 5 Subcatchment Width.<br />
<br />
<br />
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<td style="text-align: center;"><img alt="Image001" height="282" src="http://getfile5.posterous.com/getfile/files.posterous.com/swmm5/qBDJXUffoNn62Td8hP73qDRbLWNhqajoIUFdlh26uGkwZYwd0FBIPXGfmseL/image001.png" style="margin-left: auto; margin-right: auto;" width="509" /></td>
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<td class="tr-caption" style="text-align: center;"><span style="font-size: small; text-align: left;">Figure 2  InfoSWMM Subcatchment Manager Width Estimator.</span></td>
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</tbody>
</table>
</div>
<br />
<br />
<br /></div>
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</div>
</div>How is the Maximum Link Flow Applied in InfoSWMM or SWMM 5?https://swmm2000.com/forum/topics/how-is-the-maximum-link-flow-applied-in-infoswmm-or-swmm-52012-10-30T09:09:44.000Z2012-10-30T09:09:44.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;"><br />
<div class="p_embed p_image_embed"><b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">Subject:</span></b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">  How is the Maximum Link Flow Applied in InfoSWMM?</span></div>
<br />
<span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">The maximum flow limit for a link (from the attribute browser or the DB tables for a link) applies to the kinematic wave and the dynamic wave solution.   The inflow to the link  in the kinematic wave solution is limited (Figure 1) but the calculated link flow is limited in the dynamic wave solution after the link flow (Figure 2):</span><br />
<br />
<span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">1.<span style="font: normal normal normal 7pt/normal 'Times New Roman';">       </span></span><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">Is checked using the Culvert Inlet Equations (optional)</span><br />
<span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">2.<span style="font: normal normal normal 7pt/normal 'Times New Roman';">      </span></span><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">The normal flow equation is checked (internally optional depending on the Normal flow options) and</span><br />
<span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">3.<span style="font: normal normal normal 7pt/normal 'Times New Roman';">      </span></span><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">The Picard iteration solution under relaxation parameter (always 0.5) is applied (Figure 3).</span><br />
<br />
<b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">Figure 1. </span></b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;"> Kinematic Wave Solution Limits the Inflow to  the Link Maximum limit.</span><br />
<br />
<div class="p_embed p_image_embed"><a href="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/vy2eXWKaiRlRkQwvur5pnW5e2Zw9kljUB1AV3Y1TPt20IuCRsfgeIfv4chzF/image008.png"><img alt="Image008" height="180.722891566265" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/vy2eXWKaiRlRkQwvur5pnW5e2Zw9kljUB1AV3Y1TPt20IuCRsfgeIfv4chzF/image008.png" width="600" /></a></div>
<b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">Figure 2</span></b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">. Dynamic Wave Solution link  flow limit.</span><br />
<br />
<div class="p_embed p_image_embed"><a href="http://getfile2.posterous.com/getfile/files.posterous.com/swmm5/5VvTSbNluFRgmNJ2RsHqPWBPy7APEsjFb2ps5UdewtjTTKh4KZt7RCkywFoC/image009.png"><img alt="Image009" height="180.722891566265" src="http://getfile2.posterous.com/getfile/files.posterous.com/swmm5/5VvTSbNluFRgmNJ2RsHqPWBPy7APEsjFb2ps5UdewtjTTKh4KZt7RCkywFoC/image009.png" width="600" /></a></div>
<br />
<b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">Figure 3.</span></b><span style="color: windowtext; font-family: Georgia, serif; font-size: 11pt;">  The Link  flow in the dynamic wave solution has three checks at each iteration in a time step.</span><br />
<br />
<div class="p_embed p_image_embed"><img alt="Image010" height="333" src="http://getfile6.posterous.com/getfile/files.posterous.com/swmm5/ahB85mzfqRkJiiFI8W1Pn0rRMKiwrVTpAyz0lBY8oZIh8a3v5DmNvu1SjqHz/image010.png" width="576" /></div>
</div>
</div>Arc Map If Statements for Showing Flooding in InfoSWMMhttps://swmm2000.com/forum/topics/arc-map-if-statements-for-showing-flooding-in-infoswmm2012-10-28T21:53:55.000Z2012-10-28T21:53:55.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
<div class="posterous_autopost"><span style="font-family: Georgia, serif;">Arc Map If Statements for Showing Flooding in InfoSWMM</span><br />
<div class="gmail_quote"><br />
<span style="font-family: Georgia,serif;">You can use a combination of the Map Display in InfoSWMM and the Arc Map Label Properties to show the Maximum Ponded Volume at a node during am InfoSWMM simulation. </span><br />
<br />
<span style="font-family: Georgia,serif;">The label function in VBSCRIPT to show just non zero flooded volumes(Figure 1) is:</span><br />
<br />
<span style="font-family: Georgia,serif;">Function FindLabel ( [PONDED_VOL] )</span><br />
<span style="font-family: Georgia,serif;">If [PONDED_VOL] > 0 THEN</span><br />
<span style="font-family: Georgia,serif;">  FindLabel = "" & FormatNumber([PONDED_VOL],2) & ""</span><br />
<span style="font-family: Georgia,serif;">END IF</span><br />
<span style="font-family: Georgia,serif;">End Function</span><br />
<br />
<span style="font-family: Georgia,serif;">and the values of Flooded Time,  Maximum Flooded Rate and Maximum Ponded Volume can be found in the Junction Attribute Table(Figure 2)  but not the Junction Summary Table of the InfoSWMM output report manager tables. </span><br />
<br />
<span style="font-family: Georgia,serif;">A VBSCRIPT function to show both ponded volume and flooded rate (Figure 3) is:</span><br />
<br />
<span style="font-family: Georgia,serif;">Function FindLabel ( [PONDED_VOL], [FLOOD_RATE]  )</span><br />
<span style="font-family: Georgia,serif;">If [PONDED_VOL] > 0 THEN</span><br />
<span style="font-family: Georgia,serif;">  FindLabel = "" & FormatNumber([PONDED_VOL],2) & " / "   & FormatNumber([FLOOD_RATE],1)</span><br />
<span style="font-family: Georgia,serif;">END IF</span><br />
<span style="font-family: Georgia,serif;">End Function</span><span style="font-family: Georgia, serif;"> </span><br />
<span style="font-family: Georgia,serif;"> </span><span style="font-family: Georgia, serif;"> </span><br />
<br />
<div class="p_embed p_image_embed">
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<td style="text-align: center;"><img alt="Image001" height="486" src="http://getfile9.posterous.com/getfile/files.posterous.com/swmm5/lFyLIYMfxJfwaX9RUMPbmu7fzlMHgFVLx5FKl3eaLz9zr9C9m7rN0Un0I42p/image001.png" style="margin-left: auto; margin-right: auto;" width="501" /></td>
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<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;">  InfoSWMM Map Display of Ponded Volume which is the integral of node flooding over the flooded time.</span></td>
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<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;">   If you use the Map Display feature in InfoSWMM then the total flooded time, flood rate and maximum ponded volume will be shown in the Junction Attribute Table.</span></td>
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<td style="text-align: center;"><a href="http://getfile8.posterous.com/getfile/files.posterous.com/swmm5/JmFlZ6e6DZN3oWoyw6DUULXwLpbtQxgg0rRPxOPwX9gMJGiD5YTpNuMfid45/image003.png" style="margin-left: auto; margin-right: auto;"><img alt="Image003" height="372.394849785408" src="http://getfile8.posterous.com/getfile/files.posterous.com/swmm5/JmFlZ6e6DZN3oWoyw6DUULXwLpbtQxgg0rRPxOPwX9gMJGiD5YTpNuMfid45/image003.png" width="696" /></a></td>
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<td class="tr-caption" style="text-align: center;"><b style="font-size: medium; text-align: left;"><span style="font-family: Georgia,serif;">Figure 3.</span></b><span style="font-family: Georgia,serif; font-size: small; text-align: left;">  Labels showing both Maximum Flooded Volume and Maximum Flooded Time on the InfoSWMM Map Display.</span></td>
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</div>How to Export all of your Data to a Shapefile Using InfoSWMMhttps://swmm2000.com/forum/topics/how-to-export-all-of-your-data-to-a-shapefile-using-infoswmm2012-08-09T15:34:25.000Z2012-08-09T15:34:25.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
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<h2><a href="http://swmm5.posthaven.com/how-to-export-all-of-your-data-to-a-shapefile">How to Export all of your Data to a Shapefile Using InfoSWMM</a></h2>
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<p><strong>Subject:</strong>  How to Export all of your Data to a Shapefile Using InfoSWMM</p>
<p> You can do this easily by using three steps which are shown in Figure 1, Figure 2 and Figure 3.</p>
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<p class="posthaven-file posthaven-file-image posthaven-file-state-processed"><img class="posthaven-gallery-image posthaven-medium-only" src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/medium_image001.png" data-posthaven-state="processed" data-medium-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/medium_image001.png" data-medium-width="345" data-medium-height="288" data-large-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/large_image001.png" data-large-width="345" data-large-height="288" data-thumb-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/thumb_image001.png" data-thumb-width="200" data-thumb-height="200" data-xlarge-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/xlarge_image001.png" data-xlarge-width="" data-xlarge-height="" data-orig-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114327/w03MOHKFeryCXk5qHQkpjnrIe4s/image001.png" data-orig-width="345" data-orig-height="288" data-posthaven-id="114327" /></p>
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<p>Figure 1.  Export Manager Tool</p>
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<p class="posthaven-file posthaven-file-image posthaven-file-state-processed"><img class="posthaven-gallery-image posthaven-medium-only" src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/medium_image002.png" data-posthaven-state="processed" data-medium-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/medium_image002.png" data-medium-width="618" data-medium-height="400" data-large-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/large_image002.png" data-large-width="618" data-large-height="400" data-thumb-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/thumb_image002.png" data-thumb-width="200" data-thumb-height="200" data-xlarge-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/xlarge_image002.png" data-xlarge-width="" data-xlarge-height="" data-orig-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114340/wd7DP4z2zhuqZiO8f-x8Ztf8wA0/image002.png" data-orig-width="618" data-orig-height="400" data-posthaven-id="114340" /></p>
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<p>Figure 2.  Link and Node Export Options</p>
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<p class="posthaven-file posthaven-file-image posthaven-file-state-processed"><img class="posthaven-gallery-image posthaven-medium-only" src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/medium_image003.png" data-posthaven-state="processed" data-medium-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/medium_image003.png" data-medium-width="464" data-medium-height="343" data-large-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/large_image003.png" data-large-width="464" data-large-height="343" data-thumb-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/thumb_image003.png" data-thumb-width="200" data-thumb-height="200" data-xlarge-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/xlarge_image003.png" data-xlarge-width="" data-xlarge-height="" data-orig-src="https://phaven-prod.s3.amazonaws.com/files/image_part/asset/114337/WSAyRmOS_jGBmEAQ-Jlq5P1C9xw/image003.png" data-orig-width="464" data-orig-height="343" data-posthaven-id="114337" /></p>
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<p>Figure 3. Parameter options for Export to the Shapefile </p>
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</div>Low Impact Development Options in H2OMAP SWMM and InfoSWMMhttps://swmm2000.com/forum/topics/low-impact-development-options-in-h2omap-swmm-and-infoswmm2012-07-27T02:37:44.000Z2012-07-27T02:37:44.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
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<b><span style="font-family: Georgia, serif;">Subject:</span></b><span style="font-family: Georgia, serif;">  Low Impact Development Options in H2OMAP SWMM and InfoSWMM</span><br />
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<span style="font-family: Georgia, serif;">The five options are:</span><br />
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<span style="font-family: Georgia, serif;">1.<span style="font-family: 'Times New Roman'; font-size: 7pt; font-style: normal; font-variant: normal; font-weight: normal; line-height: normal;">      </span></span> <span style="font-family: Georgia, serif;">Rain Barrel</span><br />
<span style="font-family: Georgia, serif;">2.<span style="font-family: 'Times New Roman'; font-size: 7pt;">     </span></span> <span style="font-family: Georgia, serif;">Bio Retention Cell</span><br />
<span style="font-family: Georgia, serif;">3.<span style="font-family: 'Times New Roman'; font-size: 7pt; font-style: normal; font-variant: normal; font-weight: normal; line-height: normal;">     </span></span> <span style="font-family: Georgia, serif;">Infiltration Trench</span><br />
<span style="font-family: Georgia, serif;">4.<span style="font-family: 'Times New Roman'; font-size: 7pt; font-style: normal; font-variant: normal; font-weight: normal; line-height: normal;">     </span></span> <span style="font-family: Georgia, serif;">Vegetative Swale</span><br />
<span style="font-family: Georgia, serif;">5.<span style="font-family: 'Times New Roman'; font-size: 7pt; font-style: normal; font-variant: normal; font-weight: normal; line-height: normal;">     </span></span> <span style="font-family: Georgia, serif;">Porous Pavement</span><br />
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<span style="font-family: Georgia, serif;">and can be entered as controls in the Hydrology Section of the Operations Browser of H2OMAP SWMM or InfoSWMM (Figure 1)</span><br />
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<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;">  The Attribute Browser Operation Tab allows you to enter LID Controls for your LID Modeling.</span></td>
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</div>How to Use the H2OMAP SWMM Calibrator for RTK Calibrationhttps://swmm2000.com/forum/topics/how-to-use-the-h2omap-swmm-calibrator-for-rtk-calibration2012-07-23T14:28:21.000Z2012-07-23T14:28:21.000ZRobert Dickinsonhttps://swmm2000.com/members/doonePlace<div><div dir="ltr" style="text-align: left;">
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<b><span style="font-family: Georgia, serif;">Subject:</span></b><span style="font-family: Georgia, serif;">  How to Use the H2OMAP SWMM Calibrator for RTK Calibration</span></div>
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<b><span style="color: red; font-family: Georgia, serif;">Step 1.</span></b><span style="color: red; font-family: Georgia, serif;">  </span> <span style="font-family: Georgia, serif;">Initial Guess of the RTK data as the start of the Messy Genetic Algorithm process</span></div>
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<span style="font-family: Georgia, serif;"><a href="http://3.bp.blogspot.com/-Gdy5Hdvrh7I/UA1eh7jw3sI/AAAAAAAABvQ/9KhEkV6OhjQ/s1600/image001-747540.png"><img alt="" border="0" id="BLOGGER_PHOTO_ID_5768370634747862722" src="http://3.bp.blogspot.com/-Gdy5Hdvrh7I/UA1eh7jw3sI/AAAAAAAABvQ/9KhEkV6OhjQ/s400/image001-747540.png" name="BLOGGER_PHOTO_ID_5768370634747862722" /></a></span></div>
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<span style="color: red; font-family: Georgia, serif;">Step 2.</span> <span style="font-family: Georgia, serif;">Use Min and Max Bounds of 50 and 150 Respectively and Apply the Solution at each iteration</span></div>
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<a href="http://3.bp.blogspot.com/-t_SfjSZwfdQ/UA1eiVxCkGI/AAAAAAAABvc/A-PFbYIU3E8/s1600/image002-749062.png"><img alt="" border="0" id="BLOGGER_PHOTO_ID_5768370641782870114" src="http://3.bp.blogspot.com/-t_SfjSZwfdQ/UA1eiVxCkGI/AAAAAAAABvc/A-PFbYIU3E8/s400/image002-749062.png" name="BLOGGER_PHOTO_ID_5768370641782870114" /></a></div>
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<span style="color: red; font-family: Georgia, serif;">Step 3.</span> <span style="font-family: Georgia, serif;">Check the Comparison Graph and Correlation Coefficient at Each Step</span></div>
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<a href="http://1.bp.blogspot.com/-GogD97mmQV0/UA1elNZt6GI/AAAAAAAABvo/3AVhMKutnEg/s1600/image003-760028.png"><img alt="" border="0" id="BLOGGER_PHOTO_ID_5768370691077171298" src="http://1.bp.blogspot.com/-GogD97mmQV0/UA1elNZt6GI/AAAAAAAABvo/3AVhMKutnEg/s400/image003-760028.png" name="BLOGGER_PHOTO_ID_5768370691077171298" /></a></div>
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<span style="color: red; font-family: Georgia, serif;">Step 4. </span> <span style="font-family: Georgia, serif;">It should take just a few iterations if you have a good estimate of the initial RTK parameters</span></div>
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<a href="http://3.bp.blogspot.com/-yJ6pvHB1n_k/UA1elSVmqUI/AAAAAAAABv0/joC-dC9xTJY/s1600/image004-761541.png"><img alt="" border="0" id="BLOGGER_PHOTO_ID_5768370692402096450" src="http://3.bp.blogspot.com/-yJ6pvHB1n_k/UA1elSVmqUI/AAAAAAAABv0/joC-dC9xTJY/s400/image004-761541.png" name="BLOGGER_PHOTO_ID_5768370692402096450" /></a></div>
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<span style="color: red;">Step 5.</span> Final Values with a Rsquare of 0.96 between Observed and Simulated</span></div>
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<a href="http://1.bp.blogspot.com/-Z0Pwp5EG3rw/UA1el_zqo1I/AAAAAAAABwA/1kqgHKECLok/s1600/image005-763020.png"><img alt="" border="0" id="BLOGGER_PHOTO_ID_5768370704607781714" src="http://1.bp.blogspot.com/-Z0Pwp5EG3rw/UA1el_zqo1I/AAAAAAAABwA/1kqgHKECLok/s400/image005-763020.png" name="BLOGGER_PHOTO_ID_5768370704607781714" /></a><span style="font-family: Georgia, serif;"> </span></div>
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