{"id":3149,"date":"2016-04-01T18:59:20","date_gmt":"2016-04-01T23:29:20","guid":{"rendered":"https:\/\/www.hidrasoftware.com\/en\/?p=3149"},"modified":"2016-04-02T12:48:59","modified_gmt":"2016-04-02T17:18:59","slug":"available-options-for-wastewater-design-flows-calculation","status":"publish","type":"post","link":"https:\/\/www.hidrasoftware.com\/en\/available-options-for-wastewater-design-flows-calculation\/","title":{"rendered":"Available Options for Wastewater Design Flows Calculation in Sanitary Sewer Networks with CLOACAS"},"content":{"rendered":"<p>Determining the design flows for sanitary sewer pipes depends on several factors such as regulatory and designer\u2019s criteria as well as the available information, among others.<\/p>\n<p>With the intention of offering greater flexibility in the Sanitary Sewer Networks design<strong>, CLOACAS (SEWERS) has included four possible methods for calculating the sewer pipes sections\u2019 sanitary design inflow<\/strong>. In this tutorial, we develop the details of each of these methods and also give some considerations to take into account when creating a sewer network project in our software.<\/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><strong>The selection of the method for wastewater design flow calculation in the software should be one of the first tasks to be performed<\/strong> (before starting the sewer network\u2019s properties data entry) because, <strong>based on the chosen method, different data fields will be shown for the pipe sections in the <a href=\"https:\/\/www.hidrasoftware.com\/en\/the-sewer-pipes-editor-in-cloacas-the-sanitary-design-software\/\">Sewer Pipes Editor<\/a> dialog.<\/strong><\/p>\n<p>Furthermore, it is necessary to emphasize that the selected method can be changed at any time (i.e., after the sanitary network has been built), <strong>but the design flow-related data, entered into the sewer pipe sections properties under the previously selected method, will be lost,<\/strong> which could represent a drawback for the analysis and design.<\/p>\n<\/div><\/div>\n<p>The sanitary sewer network project\u2019s calculation method <strong><em>will be selected from the Wastewater Design Flow calculation methods dialog<\/em><\/strong>, accessed from the <strong><em>SETTINGS tab, Calculation Parameters panel, Inflows button:<\/em><\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3156\" title=\"Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/01_Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog.png\" alt=\"Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog\" width=\"433\" height=\"295\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/01_Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog.png 433w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/01_Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog-214x146.png 214w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/01_Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog-50x34.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/01_Accessing-to-the-Wastewater-design-flow-calculation-methods-dialog-110x75.png 110w\" sizes=\"auto, (max-width: 433px) 100vw, 433px\" \/><\/p>\n<p>Here you will find the following options:<\/p>\n<h2>1 Directly set, for each sanitary sewer pipe, the corresponding Wastewater Design Flow.<\/h2>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3157\" title=\"directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe.png\" alt=\"directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe\" width=\"629\" height=\"547\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe.png 629w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe-620x539.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe-168x146.png 168w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe-50x43.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/02_directly-set-the-respective-wastewater-design-flow-at-each-sewer-pipe-86x75.png 86w\" sizes=\"auto, (max-width: 629px) 100vw, 629px\" \/><\/p>\n<p>This is the simplest option in which <strong>it is a must to have the wastewater design flows calculated for each sewer pipe section<\/strong> within the sanitary network. When this option is enabled, <strong>the Sewer Pipes Editor dialog will show, in the upper right, a text box <\/strong>to allow the user to enter the respective value for the edited sewer pipe section:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3158\" title=\"Entering-the-wastewater-design-flow-at-each-sewer-pipe-section\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section.png\" alt=\"Entering-the-wastewater-design-flow-at-each-sewer-pipe-section\" width=\"821\" height=\"316\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section.png 821w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section-620x239.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section-768x296.png 768w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section-260x100.png 260w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section-50x19.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/03_Entering-the-wastewater-design-flow-at-each-sewer-pipe-section-150x58.png 150w\" sizes=\"auto, (max-width: 821px) 100vw, 821px\" \/><\/p>\n<p><a name=\"caudalunitario\"><\/a><\/p>\n<h2>2 Set a Unitary Wastewater Flow as a function of the area contributing to a particular sanitary sewer section.<\/h2>\n<p><strong>When the sanitary sewer network\u2019s total design flow, as well as the total contributing area, are known<\/strong> or, also, a Unitary Design Flow (l\/s per hectare, for example), you can specify the respective values \u200b\u200bby activating this option:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3159\" title=\"Entering-an-unitary-wastewater-design-flow\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow.png\" alt=\"Entering-an-unitary-wastewater-design-flow\" width=\"629\" height=\"547\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow.png 629w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow-620x539.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow-168x146.png 168w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow-50x43.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/04_Entering-an-unitary-wastewater-design-flow-86x75.png 86w\" sizes=\"auto, (max-width: 629px) 100vw, 629px\" \/><\/p>\n<p>Now <strong>the Sewer Pipes Editor will ask, for each pipe section, the corresponding contributing area<\/strong> so the software can perform the respective wastewater flow calculation.<\/p>\n<h2>3 Directly set, for each sanitary sewer pipe, the corresponding Average Potable Water Design Flow.<\/h2>\n<p>If the <strong>available urban sector data is limited to each sewer pipe section\u2019s average potable water inflow<\/strong>, this is the option to be chosen:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3160\" title=\"Entering-the-average-potable-water-design-flow\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow.png\" alt=\"Entering-the-average-potable-water-design-flow\" width=\"629\" height=\"547\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow.png 629w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow-620x539.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow-168x146.png 168w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow-50x43.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/05_Entering-the-average-potable-water-design-flow-86x75.png 86w\" sizes=\"auto, (max-width: 629px) 100vw, 629px\" \/><\/p>\n<p>Here, <strong>the Sewer Pipes Editor will show a text box where the user must enter the affluent potable water design flow<\/strong> to each sewer pipe section within the sanitary network.<\/p>\n<p>When this option is selected (as well as the next one that we will explain later), we see that at the bottom of the <strong><em>Wastewater Design Flow calculation methods dialog, <\/em>several fields become enabled in order to <\/strong>specify some design factors:<\/p>\n<ul class=\"list_check\">\n<li><strong>Security or Magnification Factor \u201cC.\u201d<\/strong> This parameter is intended to include, in the wastewater design flow calculations, aspects such as non-permitted inflows, such as connections from roof leaders and yard drains, among others.<\/li>\n<li><strong>Harmon\u2019s Peaking Factor \u201cK.\u201d<\/strong> The known factor, dependent on the design population, must be entered in this field.<\/li>\n<li><strong>Return Coefficient \u201cR.\u201d<\/strong><\/li>\n<li><strong>Infiltration Flow \u201cI.\u201d<\/strong> To include the amount of water infiltrating through defective pipe, joints, fittings, and manhole walls, it is possible to enter here the corresponding value as a function of the sewer pipes\u2019 length.<\/li>\n<\/ul>\n<p>Counting all these factors, the Wastewater Design (Qd) will be calculated by the software with the following expression:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3161\" title=\"Wastewater-design-flow-calculation-formula\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/06_Wastewater-design-flow-calculation-formula.png\" alt=\"Wastewater-design-flow-calculation-formula\" width=\"271\" height=\"57\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/06_Wastewater-design-flow-calculation-formula.png 271w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/06_Wastewater-design-flow-calculation-formula-260x55.png 260w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/06_Wastewater-design-flow-calculation-formula-50x11.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/06_Wastewater-design-flow-calculation-formula-150x32.png 150w\" sizes=\"auto, (max-width: 271px) 100vw, 271px\" \/><\/p>\n<p>Where <strong>Qm, if the average potable water flow and <em>L<sub>col,<\/sub><\/em> the sewer Pipe\u2019s length<\/strong><\/p>\n<h3>C and K factors Automatic Calculation Option<\/h3>\n<p>At the dialog\u2019s bottom right area, <strong>we will see also enabled a check box with the text \u201cAs a function of Project\u2019s Contributing Population\u201d:<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-3150\" title=\"Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/07_Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network.png\" alt=\"Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network\" width=\"399\" height=\"325\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/07_Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network.png 399w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/07_Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network-179x146.png 179w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/07_Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network-50x41.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/07_Automatic-calculation-of-C-and-harmons-factor-for-the-sanitary-sewer-network-92x75.png 92w\" sizes=\"auto, (max-width: 399px) 100vw, 399px\" \/><\/p>\n<p>When this option is chosen, <strong>the software will offer the possibility that the C and K values \u200b\u200bare automatically calculated by the formulas:<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/08_C-and-harmons-factor-for-the-sanitary-sewer-network-formulas.png\" title=\"C-and-harmons-factor-for-the-sanitary-sewer-network-formulas\" alt=\"C-and-harmons-factor-for-the-sanitary-sewer-network-formulas\" width=\"270\" height=\"198\" class=\"aligncenter size-full wp-image-3151\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/08_C-and-harmons-factor-for-the-sanitary-sewer-network-formulas.png 270w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/08_C-and-harmons-factor-for-the-sanitary-sewer-network-formulas-199x146.png 199w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/08_C-and-harmons-factor-for-the-sanitary-sewer-network-formulas-50x37.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/08_C-and-harmons-factor-for-the-sanitary-sewer-network-formulas-102x75.png 102w\" sizes=\"auto, (max-width: 270px) 100vw, 270px\" \/><\/p>\n<p>In such a case, <strong>the user must enter the entire sanitary system\u2019s design population in two available ways:<\/strong><\/p>\n<ul class=\"list_check\">\n<li><strong>Introducing the number of inhabitants directly. <\/strong><\/li>\n<li><strong>Using an Equivalent Population.<\/strong> If the design population is not known, <strong>it is possible to estimate it from a per capita water demand to be specified by the user in the field \u201cWater Demand<\/strong>.\u201d In this case, the software will determine the sewer network\u2019s total average potable water flow (by summation of the average flows entered by the user, or allocated, at each pipe section) and will divide this total by the entered per capita\u00a0 water demand in order to get the number of inhabitants to be used in the aforementioned formulas. In this case, the values \u200b\u200bare not updated until the sanitary sewer network calculation has been performed.<\/li>\n<\/ul>\n<p><a name=\"parcelademanda\"><\/a> <\/p>\n<h2>4 Use Water Demand Parcels and Polygons.<\/h2>\n<p>This option <strong>is, perhaps, the most complex one, but can also provide more detail when determining the wastewater design flow in your sanitary sewer network\u2019s project.<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons.png\" alt=\"Using-water-demand-parcels-and-polygons\" title=\"Using-water-demand-parcels-and-polygons\" width=\"629\" height=\"547\" class=\"aligncenter size-full wp-image-3152\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons.png 629w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons-620x539.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons-168x146.png 168w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons-50x43.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09_Using-water-demand-parcels-and-polygons-86x75.png 86w\" sizes=\"auto, (max-width: 629px) 100vw, 629px\" \/><\/p>\n<p>When this method is selected, we will see, after closing the dialog, that <strong>the PARCELS tab becomes enabled:<\/strong><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software.png\" alt=\"Parcels-tab-in-the-sanitary-sewer-design-software\" title=\"Parcels-tab-in-the-sanitary-sewer-design-software\" width=\"890\" height=\"202\" class=\"aligncenter size-full wp-image-3153\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software.png 890w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software-620x141.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software-768x174.png 768w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software-260x59.png 260w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software-50x11.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/09a_Parcels-tab-in-the-sanitary-sewer-design-software-150x34.png 150w\" sizes=\"auto, (max-width: 890px) 100vw, 890px\" \/><\/p>\n<p><strong>The idea here is to allow the user to define typical \u201cWater Demand Parcels and Polygons<\/strong>,\u201d which can represent the water demand in buildings like single-family homes as well as the water consumption based on the land uses within the urban sector.<\/p>\n<p>The creation of these parcels depends on the <strong>Demand Parcels Creator and the Water Demands Libraries Manager dialogs, <\/strong>of which you will learn more if you <a href=\"https:\/\/www.hidrasoftware.com\/en\/the-demand-parcels-creator-and-the-water-demands-libraries-manager\/\">see here<\/a>.<\/p>\n<p>This way<strong>, when this water demand objects are created and drawn into the sanitary sewer network\u2019s area <\/strong>(at the software\u2019s drawing area), <strong>the automatic allocation of them to the nearest sewer pipe section will be performed in order to determine the respective average potable water flow <\/strong>and, from here, to determine, as has been explained here, the corresponding wastewater design flow.<\/p>\n<p>In <a href=\"https:\/\/www.hidrasoftware.com\/en\/how-to-determine-the-wastewater-design-flows-in-sanitary-sewer-networks\/\">this Tutorial<\/a>, you will find more details about this feature.<\/p>\n<p>We will see that, with this option active, <strong>the Sewer Pipes Editor dialog will show a button to present the table with the parcels and polygons allocated to the edited sewer pipe section<\/strong>:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option.png\" title=\"Sewer-pipes-editor-with-parcels-and-polygons-option\" alt=\"Sewer-pipes-editor-with-parcels-and-polygons-option\" width=\"890\" height=\"581\" class=\"aligncenter size-full wp-image-3154\" srcset=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option.png 890w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option-620x405.png 620w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option-768x501.png 768w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option-224x146.png 224w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option-50x33.png 50w, https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2016\/04\/10_Sewer-pipes-editor-with-parcels-and-polygons-option-115x75.png 115w\" sizes=\"auto, (max-width: 890px) 100vw, 890px\" \/><\/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>Note that the <strong>options to define, manually or automatically, the C, K, and R Design factors are also active<\/strong>, since what the user would be introducing under this method would be a potable water demand, which must be factored in, as we saw previously.<\/p>\n<\/div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>With the intention of offering greater flexibility in the Sanitary Sewer Networks design, CLOACAS (SEWERS) has included four possible methods for calculating the sewer pipes sections\u2019 sanitary design inflow. In this tutorial, we develop the details of each of these methods and also give some considerations to take into account when creating a sewer network project in our software.<\/p>\n","protected":false},"author":1,"featured_media":3155,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[211],"tags":[221,222],"class_list":["post-3149","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-sanitary-sewer-design","tag-harmons-peaking-factor","tag-wastewater-design-flows","post-wrapper","thrv_wrapper"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 5.0.2.1 - aioseo.com -->\n\t<meta name=\"description\" content=\"Determining the design flows for sanitary sewer pipes depends on several factors that we will review in this article.\" \/>\n\t<meta name=\"robots\" content=\"max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n\t<meta 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