{"id":7641,"date":"2024-04-15T02:48:11","date_gmt":"2024-04-15T02:48:11","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=7641"},"modified":"2024-04-15T02:48:11","modified_gmt":"2024-04-15T02:48:11","slug":"the-ratio-of-maximum-sewage-flow-to-average-sewage-flow-for-trunk-mains-having-diameters-more-than-1-25-m-is-a-1-5-b-2-0-c-3-0-d-4-0","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/the-ratio-of-maximum-sewage-flow-to-average-sewage-flow-for-trunk-mains-having-diameters-more-than-1-25-m-is-a-1-5-b-2-0-c-3-0-d-4-0\/","title":{"rendered":"The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is A. 1.5 B. 2.0 C. 3.0 D. 4.0"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;1.5&#8243; option2=&#8221;2&#8243; option3=&#8221;3&#8243; option4=&#8221;4&#8243; correct=&#8221;option2&#8243;]<!--more--><\/p>\n<p>The correct answer is B. 2.0.<\/p>\n<p>The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m is 2.0. This means that the maximum flow of sewage in a trunk main with a diameter of more than 1.25 m is twice the average flow. This is because trunk mains are designed to handle peak flows, which can be much higher than the average flow.<\/p>\n<p>The other options are incorrect. Option A, 1.5, is too low. Option C, 3.0, is too high. Option D, 4.0, is also too high.<\/p>\n<p>The ratio of maximum sewage flow to average sewage flow is important because it affects the design of trunk mains. Trunk mains need to be able to handle peak flows without overflowing. The higher the ratio, the larger the trunk main needs to be.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;1.5&#8243; option2=&#8221;2&#8243; option3=&#8221;3&#8243; option4=&#8221;4&#8243; correct=&#8221;option2&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[650],"tags":[],"class_list":["post-7641","post","type-post","status-publish","format-standard","hentry","category-waste-water-engineering","no-featured-image-padding"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v22.2 (Yoast SEO v23.3) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is A. 1.5 B. 2.0 C. 3.0 D. 4.0<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/exam.pscnotes.com\/mcq\/the-ratio-of-maximum-sewage-flow-to-average-sewage-flow-for-trunk-mains-having-diameters-more-than-1-25-m-is-a-1-5-b-2-0-c-3-0-d-4-0\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is A. 1.5 B. 2.0 C. 3.0 D. 4.0\" \/>\n<meta property=\"og:description\" content=\"[amp_mcq option1=&#8221;1.5&#8243; 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