{"id":63,"date":"2019-02-18T08:57:07","date_gmt":"2019-02-18T08:57:07","guid":{"rendered":"https:\/\/people.utm.my\/halinawati4\/?p=63"},"modified":"2019-02-18T09:53:56","modified_gmt":"2019-02-18T09:53:56","slug":"float-area-method","status":"publish","type":"post","link":"https:\/\/people.utm.my\/halinawati4\/float-area-method\/","title":{"rendered":"Float-Area Method"},"content":{"rendered":"<p>&nbsp;<\/p>\n<p><span style=\"font-size: 14pt\"><strong>Float-Area Method<\/strong> <\/span><\/p>\n<p>Untuk mengira Discharge bagi sebuah sungai formula ini digunakan:<\/p>\n<p style=\"text-align: center\">Q=V \u00d7A<\/p>\n<p>Di mana<br \/>\nQ = Discharge<br \/>\nV = Velocity<br \/>\nA = Cross-Sectional Area (Luas keratan rentas sungai)<\/p>\n<p>Untuk menyelesaikan formula di atas, nilai bagi A dan V mestilah diperolehi terlebih dahulu.<\/p>\n<p>Untuk mendapatkan nilai A;<\/p>\n<p style=\"text-align: center\">A=Width \u00d7Depth ; [Lebar \u00d7 Kedalaman Sungai]<\/p>\n<p>Cth Pengiraan<\/p>\n<table>\n<tbody>\n<tr>\n<td width=\"213\"><\/td>\n<td width=\"213\">Cross-section bahagian Atas (Pangkal Sungai)<\/p>\n<p>A <sub>upper <\/sub>\u00a0(m)<\/td>\n<td width=\"213\">Cross-section bahagian Atas (Hujung Sungai)<\/p>\n<p>A <sub>lower <\/sub>(m)<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Lebar Sungai<\/td>\n<td width=\"213\">5<\/td>\n<td width=\"213\">5<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Kedalaman Sungai<\/td>\n<td width=\"213\"><\/td>\n<td width=\"213\"><\/td>\n<\/tr>\n<tr>\n<td width=\"213\">D1<\/td>\n<td width=\"213\">0.5<\/td>\n<td width=\"213\">1<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">D2<\/td>\n<td width=\"213\">1<\/td>\n<td width=\"213\">2<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">D3<\/td>\n<td width=\"213\">1.5<\/td>\n<td width=\"213\">3<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">D4<\/td>\n<td width=\"213\">1.5<\/td>\n<td width=\"213\">2<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">D5<\/td>\n<td width=\"213\">1<\/td>\n<td width=\"213\">1<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Dapatkan Purata kedalaman<\/p>\n<p>((D1+D2+D3+D4+D5)\/5)<\/td>\n<td width=\"213\">1.1<\/td>\n<td width=\"213\">1.8<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Dapatkan Cross-section Area<\/p>\n<p>A=Width \u00d7Depth<\/td>\n<td width=\"213\">5.5<\/td>\n<td width=\"213\">9<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Dapatkan purata Cross-section (A<sub>avg<\/sub>)<\/td>\n<td style=\"text-align: center\" colspan=\"2\" width=\"426\">(5.5+9)\/2=7.25<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Untuk mendapatkan nilai V,<\/p>\n<p style=\"text-align: center\">V=s\/t<\/p>\n<p>Di mana<br \/>\nV = velocity<br \/>\nS = Displacement<br \/>\nt = time<\/p>\n<p>Untuk mendapatkan nilai velocity dari experiment Float-Area Method, objek yang diapungkan akan dilepaskan di atas sungai banyak kali.<br \/>\nCth pengiraan<\/p>\n<table>\n<tbody>\n<tr>\n<td width=\"213\"><\/td>\n<td width=\"142\">Displacement (s)<\/td>\n<td width=\"138\">Time (t)<\/td>\n<td width=\"138\">velocity<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Float 1<\/td>\n<td width=\"142\">50<\/td>\n<td width=\"138\">32<\/td>\n<td width=\"138\">1.56<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Float 2<\/td>\n<td width=\"142\">50<\/td>\n<td width=\"138\">30<\/td>\n<td width=\"138\">1.67<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Float 3<\/td>\n<td width=\"142\">50<\/td>\n<td width=\"138\">28<\/td>\n<td width=\"138\">1.78<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Float 4<\/td>\n<td width=\"142\">50<\/td>\n<td width=\"138\">34<\/td>\n<td width=\"138\">1.47<\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Purata<\/td>\n<td width=\"142\">50<\/td>\n<td width=\"138\">31<\/td>\n<td width=\"138\"><\/td>\n<\/tr>\n<tr>\n<td width=\"213\">Purata velocity ,<\/td>\n<td width=\"142\"><\/td>\n<td width=\"138\"><\/td>\n<td width=\"138\">1.6<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Setelah mendapat nilai V dan A, masukkan nilai kedalam persamaan<\/p>\n<p style=\"text-align: center\">Q=V \u00d7A<br \/>\nQ=1.6 \u00d77.25=11.6 m^3\/s<\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp; Float-Area Method Untuk mengira Discharge bagi sebuah sungai formula ini digunakan: Q=V \u00d7A Di mana Q = Discharge V = Velocity A = Cross-Sectional Area (Luas keratan rentas sungai) Untuk menyelesaikan formula di atas, nilai bagi A dan V mestilah diperolehi terlebih dahulu. Untuk mendapatkan nilai A; A=Width \u00d7Depth ; [Lebar \u00d7 Kedalaman Sungai] &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/people.utm.my\/halinawati4\/float-area-method\/\" class=\"more-link\">Continue reading<span class=\"screen-reader-text\"> &#8220;Float-Area Method&#8221;<\/span><\/a><\/p>\n","protected":false},"author":16047,"featured_media":69,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"image","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-63","post","type-post","status-publish","format-image","has-post-thumbnail","hentry","category-hydrology-and-hydraulic","post_format-post-format-image"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/posts\/63","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/users\/16047"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/comments?post=63"}],"version-history":[{"count":0,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/posts\/63\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/media\/69"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/media?parent=63"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/categories?post=63"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/people.utm.my\/halinawati4\/wp-json\/wp\/v2\/tags?post=63"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}