{"id":1973,"date":"2015-01-21T09:07:06","date_gmt":"2015-01-21T13:37:06","guid":{"rendered":"https:\/\/www.hidrasoftware.com\/?p=1973"},"modified":"2015-01-31T08:30:16","modified_gmt":"2015-01-31T13:00:16","slug":"designing-storm-drainage-systems-in-buildings-with-desagues-drains","status":"publish","type":"post","link":"https:\/\/www.hidrasoftware.com\/en\/designing-storm-drainage-systems-in-buildings-with-desagues-drains\/","title":{"rendered":"Designing Storm Drainage Systems in buildings with DESAG\u00dcES (DRAINS)"},"content":{"rendered":"<p>Another component to be designed in the building (house) drainage system is the <strong>storm drain system<\/strong>, the one responsible for capturing and conveying the rainwater from the building\u2019s areas (roof, parking, etc.) to an approved point of disposal.<\/p>\n<p>With our software DESAG\u00dcES (DRAINS), besides what has been seen in relation to the design of sanitary drainage system components in buildings<strong>, it is also possible to perform the design of Leaders and Storm Building (house) Drains<\/strong> as we shall see below.<\/p>\n<p>The storm drainage system design in buildings with DESAG\u00dcES is based on establishing, in the <strong>software\u2019s Pipes\u2019 Diameters Manager of the program<\/strong>, the <strong>maximum permissible projected drainage area that can be conveyed by Leaders as well as storm building drains. <\/strong>In <a href=\"https:\/\/www.hidrasoftware.com\/en\/how-to-design-drains-stacks-and-building-sewers-with-desagues-drains\/\">this tutorial,<\/a> we have detailed how to introduce this data in the software, specifically relative to the <strong>values \u200b\u200byou need to specify to adapt the design to your country\u2019s standards code regulations<\/strong>.<\/p>\n<p>Thus, having made the geometric design of the storm drainage system in your preferred drawing software<strong>, it is possible to import storm drain pipes, inlets, and inspection chambers<\/strong> into the software, therefore having, in a few seconds, the storm system\u2019s mathematical model ready to be designed, through the <strong>definition of the diameter for leaders<\/strong> <strong>and longitudinal slopes and diameters for storm building drains<\/strong>.<\/p>\n<p>We\u00b4ll continue using the edification\u2019s example used in the sanitary drainage design tutorials to develop the actual article, so let\u00b4s see the steps involved in the design of the storm drainage system in buildings using DESAG\u00dcES:<\/p>\n<h2>1. What you need to have: The storm building drains layout and the tributary areas to Leaders (roof drains) and inlets.<\/h2>\n<p>As we talked previously, the main necessary input is that <strong>you have, at least, a schematic diagram of the storm drainage system<\/strong>. This is the leaders\u2019 location on the building\u2019s roof, their discharge points (inspection chambers), their tributary areas, the storm building drains layout, its inlets (if any), inspection chambers, and location of the system\u2019s discharge point.<\/p>\n<p>Of course, <strong>in order to exploit the software\u2019s features related to the automatic determination of lengths, and create an annotated plan and isometrics drawings<\/strong>, the ideal situation is that, instead of schematics, <strong>you have the proposed layout drawn to scale and in a drawing file in DXF format which you can import into the program.<\/strong><\/p>\n<p><strong>In our edification\u2019s example we\u2019ll use the last option<\/strong>. We have drawn on AUTOCAD\u00ae and on top of the building\u2019s architectural plan, the storm drainage system using lines, polylines, and single line text as specified in this <a href=\"https:\/\/www.hidrasoftware.com\/en\/creating-a-desagues-drains-project-from-drawing-files\/#condicionesdibujo\">tutorial<\/a>. The plan layout is presented in the figure below (remember that the building is symmetrical):<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3778\" title=\"Storm-drainage-system-in-building-plan\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/01_Storm-drainage-system-in-building-plan.jpg\" alt=\"Storm-drainage-system-in-building-plan\" width=\"609\" height=\"952\" \/><\/p>\n<p>As seen on the above image, we&#8217;ve added some notes so that <strong>you know what the involved levels are (roof level: 15 m elevation and parking at ground level: 0.00 m) as well as tributaries areas, in square meters (m2),<\/strong> which will be drained to Leaders and Inlet chambers.<\/p>\n<p>Specifically, in DESAG\u00dcES, it will be necessary to create:<\/p>\n<ul class=\"list_check\">\n<li><strong>One (1) typical Leader<\/strong>. Note that in order to capture rainwater that falls on the roof (level +15m), 4 leaders are required(one at each plan\u2019s corner: Northwest, Southwest, Northeast and Southeast) but, <strong>as the<\/strong><strong> total area has been sectored into four equal parts, each of 111 m2, it is not necessary to create an equal amount of leaders in this project.<\/strong><\/li>\n<li><strong>Four (4) Nodes for each building\u2019s wing (8 in total).<\/strong> For example, on the Western side: <strong>IC1-W<\/strong> and <strong>IC2-W<\/strong> (inspection chambers) and <strong>SwrInl1W<\/strong> and <strong>SwrInl2W<\/strong> (Inlets). Each inlet on each wing of the building will catch 212 m2 (SwrInl1) and 219 m2 (SwrInl2).<\/li>\n<li><strong>Four (4) Nodes (2 on each wing of the building) to be the discharge points of the four Leaders:<\/strong> <strong>Ldr-NW, Ldr-SW, Ldr-NE and Ldr-SE<\/strong><\/li>\n<li><strong>One (1) node or inspection chamber (\u2018Dis\u2019 on above image) to represent the building\u2019s storm drainage system discharge point.<\/strong> From here it is assumed the stormwater will be conveyed to the road or public storm drainage system.<\/li>\n<\/ul>\n<div class=\"su-note\"  style=\"border-color:#167dc1;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\"><div class=\"su-note-inner su-u-clearfix su-u-trim\" style=\"background-color:#3097DB;border-color:#fcffff;color:#FFFFFF;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\">\nNote that, although the building\u2019s plan is symmetrical, being possible to model in DESAG\u00dcES only one of its halves to obtain the desired design<strong>, we have chosen to define here the totality of the storm drainage system in order to obtain the entire bill of materials for the building<\/strong>. Additionally, as we will see later, this system\u2019s creation process with DESAG\u00dcES actually will not take so much time since we will use the import from a dxf drawing file option.<br \/>\n<\/div><\/div>\n<h2>2. Creating the Typical Rain Leader<\/h2>\n<p>We will continue, in order to have in one project file the whole drainage system design of the building (sanitary and storm), with the project file created at the end of <a href=\"https:\/\/www.hidrasoftware.com\/en\/designing-storm-drainage-systems-in-buildings-with-desagues-drains\/\">this tutorial<\/a>. You can download it from available files in DESAG\u00dcES installation folder.<\/p>\n<p>Now, <strong><em>open the project file and click on Stack tab<\/em><\/strong>. We\u00b4ll create a new one:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3779\" title=\"Creating-a-storm-leader-in-the-project\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/02_Creating-a-storm-leader-in-the-project.jpg\" alt=\"Creating-a-storm-leader-in-the-project\" width=\"582\" height=\"616\" \/><\/p>\n<p>When you <strong><em>click OK,<\/em><\/strong> in the nodes table will be created the required <strong>node \u2018Stack\u2019s base\u2019 (the stack or leader\u2019s discharging point)<\/strong>. All leader\u00b4s branches or sections must convey the stormwater (directly or indirectly) to this node. From it, through a sloping pipe, the leader will be connected to the storm building drain.<\/p>\n<p><strong><em>Let\u00b4s add the required node at the roof level <\/em><\/strong>(+15m) on this leader to catch the drainage area of 111 m<sup>2<\/sup>:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3780\" title=\"Adding-nodes-to-the-leader\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/03_Adding-nodes-to-the-leader.jpg\" alt=\"Adding-nodes-to-the-leader\" width=\"555\" height=\"559\" \/><\/p>\n<p>In our example <strong>more nodes on Leaders are not required; therefore, only one branch is required:<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3781\" title=\"creating-leaders-branches\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/04_creating-leaders-branches.jpg\" alt=\"creating-leaders-branches\" width=\"690\" height=\"981\" \/><\/p>\n<p>So we\u2019ve created the branch, <strong>specifying its start and end nodes and its length, and we have added to the fittings list the required roof drain at level +15m<\/strong>, in order to account for it on the project\u00b4s list of materials.<\/p>\n<div class=\"su-note\"  style=\"border-color:#167dc1;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\"><div class=\"su-note-inner su-u-clearfix su-u-trim\" style=\"background-color:#3097DB;border-color:#fcffff;color:#FFFFFF;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\">\n<p>By default, <strong>when DESAG\u00dcES performs the materials quantities, the required fittings at the Stack or Leader\u00b4s base will be assigned in order to confo<\/strong><strong>rm a clean-out and make the change from vertical to horizontal alignment. This makes a sanitary Yee, a 45\u00b0 elbow and a clean-out<\/strong>, so you should not worry about adding them manually. It can be confirmed by reviewing the Leader\u00b4s list of materials:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3782\" title=\"Automatically-added-fittings-to-the-leaders-base\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/05_Automatically-added-fittings-to-the-leaders-base.png\" alt=\"Automatically-added-fittings-to-the-leaders-base\" width=\"529\" height=\"343\" \/><\/p>\n<\/div><\/div>\n<p>Also note that, as with all pipes within the software, <strong>the option \u2018Set diameter\u2019 is available, assuring (when it is unchecked) that DESAG\u00dcES performs the automatic sizing <\/strong>from available information in Project\u00b4s Pipes\u2019 Diameters\u00b4 manager. <strong><em>Here we let the program to do the design.<\/em><\/strong><\/p>\n<p>With respect to Stormwater Leaders we&#8217;re done. Quite fast, right?<\/p>\n<p>Click <strong><em>now on the Calculate button<\/em><\/strong> in order to determine the leader\u00b4s diameter:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3783\" title=\"design-of-storm-leader\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/06_design-of-storm-leader.jpg\" alt=\"design-of-storm-leader\" width=\"603\" height=\"181\" \/><\/p>\n<div class=\"su-note\"  style=\"border-color:#e5c971;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\"><div class=\"su-note-inner su-u-clearfix su-u-trim\" style=\"background-color:#FFE38B;border-color:#ffffff;color:#333333;border-radius:3px;-moz-border-radius:3px;-webkit-border-radius:3px;\">\n<p>As <a href=\"https:\/\/www.hidrasoftware.com\/en\/how-to-design-drains-stacks-and-building-sewers-with-desagues-drains\/#diametrosintensidad\">explained here<\/a>, the drainage area values in the horizontal projection specified in the pipes diameters manager <strong>must correspond with a rain intensity of 150 mm\/hr and<\/strong>, therefore, <strong>at the moment it is the default value with which the diameters and slopes selection is performed.<\/strong><\/p>\n<p><strong>At the end of the tutorial, we will see how the results change if the intensity at the site where the building is located is different from this default value. <\/strong><\/p>\n<\/div><\/div>\n<h2>3. Creating the Storm Building (house) drain system<\/h2>\n<p>This is the last step in this project\u2019s storm drainage system design.<\/p>\n<p><strong>We will create the storm building drains through importing the stormdrainagesystem.dxf file contained in the DESAG\u00dcES installation folder<\/strong>. Remember that objects to be imported must be grouped into two layers using circles, lines, polylines and single line texts, as we specify <a href=\"https:\/\/www.hidrasoftware.com\/en\/creating-a-desagues-drains-project-from-drawing-files\/#condicionesdibujo\">this tutorial<\/a>.<\/p>\n<p>So <strong><em>go to the Sewers tab and select the Storm network from the list in the Current Sewer network tab<\/em><\/strong>. Now, <strong><em>click on the DXF button<\/em><\/strong> (Project tab \u2192 Import panel) to show this dialog:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3784\" title=\"importing-dxf-drawing-files-to-create-the-storm-building-drain-system\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/07_importing-dxf-drawing-files-to-create-the-storm-building-drain-system.jpg\" alt=\"importing-dxf-drawing-files-to-create-the-storm-building-drain-system\" width=\"675\" height=\"696\" \/><\/p>\n<p>The nodes and branches tables, after <strong><em>clicking on the Import button, <\/em><\/strong>should be the following:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3785\" title=\"storm-building-drain-sysem-imported-data\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/08_storm-building-drain-sysem-imported-data.jpg\" alt=\"storm-building-drain-sysem-imported-data\" width=\"690\" height=\"833\" \/><\/p>\n<p>It <strong><em>only remains to perform the assignment of Leaders and tributary areas to the Nodes<\/em><\/strong> (Inspection chambers and inlets, respectively). For example, <strong>to LdrNW, LdrSW, LdrNE and LdrSE nodes must be assigned a typical Leader<\/strong>. As an example, let\u00b4s see <strong>the LdrNW Node properties<\/strong> after this assigning:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3786\" title=\"assigning-leaders-to-nodes\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/09_assigning-leaders-to-nodes.jpg\" alt=\"assigning-leaders-to-nodes\" width=\"585\" height=\"444\" \/><\/p>\n<p>While for <strong>SwrInl1W, SwrInl1E and SwrInl2W and SwrInl2E<\/strong> <strong>nodes<\/strong> (inlets, really<strong>) the respective areas (212 m2 and 219 m2, respectively) will be assigned<\/strong>:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3787\" title=\"Assigning-tributary-drainage-area-to-nodes\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/10_Assigning-tributary-drainage-area-to-nodes.jpg\" alt=\"Assigning-tributary-drainage-area-to-nodes\" width=\"585\" height=\"444\" \/><\/p>\n<p>At the end you should have the following <strong>nodes table<\/strong>:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3788\" title=\"Nodes-on-storm-building-drain-system\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/11_Nodes-on-storm-building-drain-system.jpg\" alt=\"Nodes-on-storm-building-drain-system\" width=\"474\" height=\"445\" \/><\/p>\n<p>And, again, we\u2019re ready to <strong><em>click on the Calculate<\/em><\/strong> <strong><em>button <\/em><\/strong>to <strong>obtain the final design of Storm building drain on the Reaches table<\/strong>:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3789\" title=\"Branches-table-storm-building-drain\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/12_Branches-table-storm-building-drain.jpg\" alt=\"Branches-table-storm-building-drain\" width=\"686\" height=\"390\" \/><\/p>\n<p>These results were obtained using the \u2018Look for the lowest possible slope\u2019 option in the <strong>General tab of the Pipes diameters manager.<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3790\" title=\"Automatic-design-option-selected\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/13_Automatic-design-option-selected.jpg\" alt=\"Automatic-design-option-selected\" width=\"750\" height=\"514\" \/><\/p>\n<p>At this time, as we have seen on other tutorials, <strong>you can get not only the lists of materials for the typical Leader and to the storm building drains<\/strong>, but also, <strong>you\u00b4ll find on the project\u00b4s total list<\/strong>, the associated fittings and pipes.<\/p>\n<p>Additionally, you will see the annotated plan view, with diameters, lengths, and slopes for each drain and, also, the <strong>isometric view of the storm drainage system:<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3791\" title=\"Storm-drainage-system-Isometric-view\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/14_Storm-drainage-system-Isometric-view.jpg\" alt=\"Storm-drainage-system-Isometric-view\" width=\"687\" height=\"626\" \/><\/p>\n<h2>Performing the Calculation and Design for a Different Storm Intensity<\/h2>\n<p>One aspect that must be considered when performing the storm drainage systems design, is <strong>what rainfall intensity is established in your country\u2019s standards code regulations<\/strong> for the region where your project is located.<\/p>\n<p>In DESAG\u00dcES, the maximum drainage area values for each diameter on Leaders and drains must be specified for a current 150 mm\/hr intensity (Pluvial tab, Pipes\u2019 diameters manager), <strong>so if this is the specified value by that standards codes for the area where the project is located, it is not necessary to make any further modification to what is already done.<\/strong><\/p>\n<p>But what if it is not? I.e. <strong>the required intensity for the design is different than the referred 150mm\/hr?<\/strong><\/p>\n<p>Well, it&#8217;s as simple as <strong>modifying the Intensity value on upper text box on the Pluvial tab of Pipes diameter manager<\/strong>.<\/p>\n<p>Suppose, for our example, the designated rainfall intensity is 75 mm\/hr:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3792\" title=\"Changing-the-rainfall-design-intensity-for-designing-storm-drainage-system\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/15_Changing-the-rainfall-design-intensity-for-designing-storm-drainage-system.jpg\" alt=\"Changing-the-rainfall-design-intensity-for-designing-storm-drainage-system\" width=\"750\" height=\"514\" \/><\/p>\n<p>In making this change (click in the OK button) and <strong><em>pressing the Calculate button again<\/em><\/strong>, the following design will be obtained:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3793\" title=\"Calculated-diameters-on-storm-building-drain-for-new-rain-intensity\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/16_Calculated-diameters-on-storm-building-drain-for-new-rain-intensity.jpg\" alt=\"Calculated-diameters-on-storm-building-drain-for-new-rain-intensity\" width=\"697\" height=\"395\" \/><\/p>\n<p>In which, as should be expected, the diameters values are inferior in some branches to those obtained with the 150 mm\/hr intensity that the program has by default.<\/p>\n<p>The final file, with the entire drainage system data and design (sanitary and storm), can be downloaded by <a href=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/01\/SANITARY-AND-STORM.zip\">clicking here<\/a>.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Another component to be designed in the building (house) drainage system is the <strong>storm drain system<\/strong>, the one responsible for capturing and conveying the rainwater from the building\u2019s areas (roof, parking, etc.) to an approved point of disposal.<\/p>\n<p>With our software DESAG\u00dcES (DRAINS), besides what has been seen in relation to the design of sanitary drainage system components in buildings<strong>, it is also possible to perform the design of Leaders and Storm Building (house) Drains<\/strong> as we shall see below.<\/p>\n","protected":false},"author":1,"featured_media":1974,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[85],"tags":[93,95,94],"class_list":["post-1973","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-cat-desagues-drains","tag-building-house-drainage","tag-storm-drain","tag-storm-drain-system","post-wrapper","thrv_wrapper"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/1973","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/comments?post=1973"}],"version-history":[{"count":6,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/1973\/revisions"}],"predecessor-version":[{"id":2069,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/1973\/revisions\/2069"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/media\/1974"}],"wp:attachment":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/media?parent=1973"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/categories?post=1973"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/tags?post=1973"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}