{"id":817,"date":"2017-11-08T22:27:32","date_gmt":"2017-11-08T22:27:32","guid":{"rendered":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/?post_type=ht_kb&#038;p=817"},"modified":"2023-03-08T22:37:59","modified_gmt":"2023-03-08T22:37:59","slug":"stage-storage-calculations","status":"publish","type":"ht_kb","link":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/knowledge-base\/stage-storage-calculations\/","title":{"rendered":"Stage Storage Calculations"},"content":{"rendered":"\n<p>Stage Storage calculations use the procedures below based on the storage type selected.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Elevation Contours<\/h2>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"477\" height=\"428\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag.png\" alt=\"\" class=\"wp-image-558\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag.png 477w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag-300x269.png 300w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag-50x45.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag-60x54.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/ContoursDiag-100x90.png 100w\" sizes=\"auto, (max-width: 477px) 100vw, 477px\" \/><\/figure>\n\n\n\n<p>Hydrology Studio uses either the average-end-area method applied vertically or the Conic method. The Conic method uses this equation:<\/p>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"208\" height=\"71\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqContours.png\" alt=\"\" class=\"wp-image-818\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqContours.png 208w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqContours-50x17.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqContours-60x20.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqContours-100x34.png 100w\" sizes=\"auto, (max-width: 208px) 100vw, 208px\" \/><\/figure>\n\n\n\n<p>Where:<br>V = storage<br>d = change in elevation between points 1 and 2<br>A1 = surface area at elevation 1<br>A2 = surface area at elevation 2<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Trapezoid<\/h2>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"300\" height=\"238\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap-300x238.png\" alt=\"\" class=\"wp-image-571\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap-300x238.png 300w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap-50x40.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap-60x48.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap-100x79.png 100w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/HelpDiaTrap.png 590w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/figure>\n\n\n\n<p>Trapezoidal shaped ponds are computed by:<\/p>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"276\" height=\"54\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqTrapezoid.png\" alt=\"\" class=\"wp-image-819\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqTrapezoid.png 276w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqTrapezoid-50x10.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqTrapezoid-60x12.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqTrapezoid-100x20.png 100w\" sizes=\"auto, (max-width: 276px) 100vw, 276px\" \/><\/figure>\n\n\n\n<p>Where:<\/p>\n\n\n\n<p>V = storage volume at stage D<br>D = stage or depth<br>L = bottom length<br>W = bottom width<br>Z = side slope, (Z:1) (horizontal to 1-vertical)<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Generic Underground Chambers<\/h2>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"454\" height=\"209\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor.png\" alt=\"\" class=\"wp-image-823\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor.png 454w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor-300x138.png 300w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor-50x23.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor-60x28.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/UGChamberStor-100x46.png 100w\" sizes=\"auto, (max-width: 454px) 100vw, 454px\" \/><\/figure>\n\n\n\n<p>Volume of a generic chamber pipe only is computed by:<\/p>\n\n\n\n<figure class=\"wp-block-image is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"188\" height=\"58\" src=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqUGChambers.png\" alt=\"\" class=\"wp-image-820\" srcset=\"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqUGChambers.png 188w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqUGChambers-50x15.png 50w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqUGChambers-60x19.png 60w, https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-content\/uploads\/sites\/2\/2017\/11\/EqUGChambers-100x31.png 100w\" sizes=\"auto, (max-width: 188px) 100vw, 188px\" \/><\/figure>\n\n\n\n<p>Where:<br>V = storage volume<br>L = Barrel length<br>A1 = cross-sectional area of depth at downstream end<br>A2 = cross-sectional area of depth at upstream end<br>M = cross-sectional area of depth at midsection<\/p>\n\n\n\n<p>When the pipe slope equals zero, Volume = L x A1<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Stone Encasements<\/h3>\n\n\n\n<p>It should be noted that the top of the stone encasement is not subject to an inputted barrel slope. Instead, the software assumes the encasement is level on top but sloped on the bottom. This will tend to increase the total encasement depth at the downstream end (Depth as inputted plus L x Slope) and resulting storage.<\/p>\n\n\n\n<p>When No Headers has been chosen and a Stone Encasement has been selected, the software will still add an amount to each end of the Barrel equal to the (Encasement Width &#8211; Chamber Span)\/2. Basically providing for endcaps. If there&#8217;s no Encasement, then no adjustment is made.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Contours, Trapezoids and Underground Chambers<\/p>\n","protected":false},"author":1,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":{"footnotes":""},"ht-kb-category":[38],"ht-kb-tag":[],"class_list":["post-817","ht_kb","type-ht_kb","status-publish","format-standard","hentry","ht_kb_category-detention-pond-stage-storage-discharge"],"_links":{"self":[{"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb\/817","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/comments?post=817"}],"version-history":[{"count":12,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb\/817\/revisions"}],"predecessor-version":[{"id":3904,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb\/817\/revisions\/3904"}],"wp:attachment":[{"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/media?parent=817"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb-category?post=817"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/learn.hydrologystudio.com\/hydrology-studio\/wp-json\/wp\/v2\/ht-kb-tag?post=817"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}