{"id":2561,"date":"2015-03-25T10:06:54","date_gmt":"2015-03-25T14:36:54","guid":{"rendered":"https:\/\/www.hidrasoftware.com\/?p=2561"},"modified":"2020-11-18T07:56:29","modified_gmt":"2020-11-18T12:26:29","slug":"setting-default-parameters-in-dren-urba-for-urban-drainage-system-design","status":"publish","type":"post","link":"https:\/\/www.hidrasoftware.com\/en\/setting-default-parameters-in-dren-urba-for-urban-drainage-system-design\/","title":{"rendered":"Setting Default Parameters in DREN-URBA for Urban Drainage System Design"},"content":{"rendered":"<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 class=\"Body\" style=\"line-height: normal; margin: 5.0pt 0cm 5.0pt 0cm;\"><span lang=\"EN-US\">This tutorial is for the interface and features of Version 1.1 of DREN-URBA.<\/span><\/p>\n<p class=\"Body\" style=\"line-height: normal; margin: 5.0pt 0cm 5.0pt 0cm;\"><span lang=\"EN-US\">With the release of Version 2.0 in November 2015, some features have been modified, as you will see in the corresponding tutorials.<\/span><\/p>\n<\/div><\/div>\n<p>One of the relevant features of DREN-URBA, our Software for stormwater drainage systems design, is the definition of the basic data that will be used to create the different \u201chydraulic\u201d objects available inside the application.<\/p>\n<p>With this feature it is possible to set, in advance, the values \u200b\u200bthat will be used by the software for the stormwater design and calculation, which will result in less time spent by the user in data entry, thus achieving a calculation model with little or no error caused by bad typing of any of the involved parameters.<\/p>\n<p>Thus, <strong>when creating a new project<\/strong>, the first thing we suggest you do <em>is to select the Default Values Settings option<\/em> under DREN-URBA\u2019S Project menu:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4147\" title=\"Default-values-settings-menu-for-stormwater-design\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/03\/01_Default-values-settings-menu-for-stormwater-design.jpg\" alt=\"Default-values-settings-menu-for-stormwater-design\" width=\"397\" height=\"222\"><\/p>\n<p>The <strong>Default Values Dialog<\/strong> will be shown:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4148\" title=\"Default-values-dialog-for-stormwater-design-calculation\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/03\/02_Default-values-dialog-for-stormwater-design-calculation.jpg\" alt=\"Default-values-dialog-for-stormwater-design-calculation\" width=\"683\" height=\"442\"><\/p>\n<p>where you will find three groups of data with the information that will be used to create Streets, Drainage Areas, and Stormwater Sewers that conform the Urban Drainage system that will be calculated and designed with the software.<\/p>\n<p>In the specific case of the <strong>default parameters for Drainage Areas<\/strong>, it is important to note that the software has two options to include the land\u2019s (at each street\u2019s margin) <strong><em>Sheet Flow Travel Time<\/em><\/strong> (Tsft) or Superficial Concentration Time:<\/p>\n<ul class=\"list_idea\">\n<li>Specifying a constant value, for which <strong><em>you must check the <\/em><\/strong><strong><em>\u201cSet Tsft\u201d box and enter the respective value,<\/em><\/strong> in minutes. DREN-URBA will assign this default value to each drainage area added to the street\u2019s margins in the <strong>Streets Editor Dialog<\/strong><strong>\u2192 Drainage Areas<\/strong> tab.<\/li>\n<li>Letting DREN-URBA<strong> perform the Sheet Flow Travel Time automatic calculation<\/strong>, for which the \u201c<em>Set Tsft<\/em>\u201d box must be unchecked so that the fields in the Automatic Tsft Calculation box are enabled:<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4149\" title=\"sheet-flow-travel-time-automatic-calculation\" src=\"https:\/\/www.hidrasoftware.com\/wp-content\/uploads\/2015\/03\/03_sheet-flow-travel-time-automatic-calculation.jpg\" alt=\"sheet-flow-travel-time-automatic-calculation\" width=\"627\" height=\"424\"><\/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<a name=\"tablaVelEscurrimiento\"><\/a><br \/>\nIn the automatic calculation, <strong>DREN-URBA will use the following values of <\/strong><strong>\u200b\u200b<\/strong><strong>Runoff Velocity <\/strong>based on the slope and soil cover:<\/p>\n<table width=\"589\">\n<tbody>\n<tr>\n<td rowspan=\"2\" width=\"147\">\n<p style=\"text-align: center;\"><strong>Land<\/strong><strong>\u2019<\/strong><strong>s Slope<\/strong><\/p>\n<p style=\"text-align: center;\"><strong>(%)<\/strong><\/p>\n<\/td>\n<td style=\"text-align: center;\" colspan=\"3\" width=\"441\"><strong>Land Cover<\/strong><\/td>\n<\/tr>\n<tr>\n<td width=\"147\">\n<p style=\"text-align: center;\"><strong>Forest\/Cultivated<\/strong><\/p>\n<p style=\"text-align: center;\"><strong>(m\/min)<\/strong><\/p>\n<\/td>\n<td width=\"147\">\n<p style=\"text-align: center;\"><strong>Short grass pasture <\/strong><\/p>\n<p style=\"text-align: center;\"><strong>(m\/min)<\/strong><\/p>\n<\/td>\n<td width=\"147\">\n<p style=\"text-align: center;\"><strong>No Cover<\/strong><\/p>\n<p style=\"text-align: center;\"><strong>(m\/min)<\/strong><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\" width=\"147\">0-5<\/td>\n<td style=\"text-align: center;\" width=\"147\">25<\/td>\n<td style=\"text-align: center;\" width=\"147\">40<\/td>\n<td style=\"text-align: center;\" width=\"147\">70<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\" width=\"147\">5-10<\/td>\n<td style=\"text-align: center;\" width=\"147\">50<\/td>\n<td style=\"text-align: center;\" width=\"147\">70<\/td>\n<td style=\"text-align: center;\" width=\"147\">120<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\" width=\"147\">10-15<\/td>\n<td style=\"text-align: center;\" width=\"147\">60<\/td>\n<td style=\"text-align: center;\" width=\"147\">90<\/td>\n<td style=\"text-align: center;\" width=\"147\">150<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center;\" width=\"147\">15-20<\/td>\n<td style=\"text-align: center;\" width=\"147\">70<\/td>\n<td style=\"text-align: center;\" width=\"147\">110<\/td>\n<td style=\"text-align: center;\" width=\"147\">180<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div>\n<p>For purposes of checking normative parameters in the Urban Drainage System Design by DREN-URBA (values <a href=\"https:\/\/www.hidrasoftware.com\/en\/stormwater-drainage-systems-design-with-dren-urba\/#notaValoresAnomalos\">will be highlighted in red<\/a>, in case normative parameters should not be satisfied), it is important to consider the <strong>Maximum Spread (T)<\/strong> at Street Geometry box and the <strong>minimum flow Velocity<\/strong> in the Storm Sewers Geometry box.<\/p>\n<p>The <strong>Maximum Spread (T)<\/strong> field corresponds to the maximum allowable flood width at each street margin in DREN-URBA which, as already mentioned, is defined by regulatory aspects of Urban Drainage in each country and are related with the road\u2019s type or use (importance).<\/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;\">\nThe value of the maximum flood width, usually, is the same for both sides of the street or road but, in any case, it is possible to specify a different one for each of them in the <strong>Street<\/strong><strong>\u2019<\/strong><strong>s Editor Dialog<\/strong><strong>\u2192 <\/strong><strong>Geometry tab<\/strong>. It is also possible to specify a different value for each street in your Urban Drainage Project, even if all are created with the same value entered in the Default Parameters.<br \/>\n<\/div><\/div>\n<p>The <strong>Minimum Flow Velocity<\/strong> value in the Storm Sewers Geometry box corresponds to the <strong>minimum allowable when the pipe is operating at full capacity<\/strong>. Urban Drainage Standards normally set this criterion to avoid sediment accumulation into the system, and that is why <strong>this value will be considered constant for all storm sewers inside your DREN-URBA<\/strong><strong>\u2019<\/strong><strong>S projects.<\/strong><\/p>\n<p>Thus, the default parameters definition in DREN-URBA, before starting the creation of your Urban Drainage system to design or analyze, allows you to have more time to devote to analysis rather than data entry.<\/p>\n<p>So, do not miss this feature in your next jobs \u2014 with our software for stormwater drainage systems design and analysis!<\/p>\n<p><strong>&nbsp;<\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"<p>One of the relevant features of DREN-URBA, our Software for stormwater drainage systems design, is the definition of the basic data that will be used to create the different \u201chydraulic\u201d objects available inside the application.<\/p>\n","protected":false},"author":1,"featured_media":2562,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[154],"tags":[90,174,178,180,169,179],"class_list":["post-2561","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-urban-drainage-software","tag-drainage-system-design","tag-return-period","tag-stormwater","tag-stormwater-drainage-systems-design","tag-urban-drainage","tag-urban-hydrology","post-wrapper","thrv_wrapper"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/2561","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=2561"}],"version-history":[{"count":5,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/2561\/revisions"}],"predecessor-version":[{"id":7964,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/posts\/2561\/revisions\/7964"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/media\/2562"}],"wp:attachment":[{"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/media?parent=2561"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/categories?post=2561"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.hidrasoftware.com\/en\/wp-json\/wp\/v2\/tags?post=2561"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}