{"id":7303,"date":"2024-04-15T02:42:44","date_gmt":"2024-04-15T02:42:44","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=7303"},"modified":"2024-04-15T02:42:44","modified_gmt":"2024-04-15T02:42:44","slug":"total-pressure-on-a-1m-a%c2%97-1m-gate-immersed-vertically-at-a-depth-of-2-m-below-the-free-water-surface-will-be-a-1000-kg-b-4000-kg-c-2000-kg-d-2500-kg","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/total-pressure-on-a-1m-a%c2%97-1m-gate-immersed-vertically-at-a-depth-of-2-m-below-the-free-water-surface-will-be-a-1000-kg-b-4000-kg-c-2000-kg-d-2500-kg\/","title":{"rendered":"Total pressure on a 1m \u00c3\u0097 1m gate immersed vertically at a depth of 2 m below the free water surface will be A. 1000 kg B. 4000 kg C. 2000 kg D. 2500 kg"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;1000 kg&#8221; option2=&#8221;4000 kg&#8221; option3=&#8221;2000 kg&#8221; option4=&#8221;2500 kg&#8221; correct=&#8221;option1&#8243;]<!--more--><\/p>\n<p>The correct answer is $\\boxed{\\text{C}}$.<\/p>\n<p>The pressure at a depth of $h$ below the free surface of water is given by the equation $P = \\rho g h$, where $\\rho$ is the density of water and $g$ is the acceleration due to gravity. The density of water is approximately $1000 \\frac{kg}{m^3}$ and the acceleration due to gravity is approximately $9.8 \\frac{m}{s^2}$. Therefore, the pressure on a 1m \u00c3\u0097 1m gate immersed vertically at a depth of 2 m below the free water surface is $P = (1000 \\frac{kg}{m^3})(9.8 \\frac{m}{s^2})(2 m) = 19600 \\frac{N}{m^2}$. This is equivalent to a force of $19600 \\frac{N}{m^2} \\times 1 m \\times 1 m = 19600 N$ on the gate.<\/p>\n<p>Option A is incorrect because it is the weight of the gate. The weight of the gate is given by the equation $W = mg$, where $m$ is the mass of the gate and $g$ is the acceleration due to gravity. The mass of the gate is given by the equation $m = \\rho V$, where $\\rho$ is the density of the gate and $V$ is the volume of the gate. The density of the gate is approximately $2700 \\frac{kg}{m^3}$ and the volume of the gate is given by the equation $V = LWH$, where $L$ is the length of the gate, $W$ is the width of the gate, and $H$ is the height of the gate. The length, width, and height of the gate are not given, so the weight of the gate cannot be calculated.<\/p>\n<p>Option B is incorrect because it is the pressure at a depth of 1 m below the free water surface. The pressure at a depth of 1 m below the free water surface is given by the equation $P = \\rho g h = (1000 \\frac{kg}{m^3})(9.8 \\frac{m}{s^2})(1 m) = 9800 \\frac{N}{m^2}$.<\/p>\n<p>Option D is incorrect because it is the pressure at a depth of 2 m below the free water surface times 2. The pressure at a depth of 2 m below the free water surface is given by the equation $P = \\rho g h = (1000 \\frac{kg}{m^3})(9.8 \\frac{m}{s^2})(2 m) = 19600 \\frac{N}{m^2}$. Therefore, the pressure at a depth of 2 m below the free water surface times 2 is $19600 \\frac{N}{m^2} \\times 2 = 39200 \\frac{N}{m^2}$.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;1000 kg&#8221; option2=&#8221;4000 kg&#8221; option3=&#8221;2000 kg&#8221; option4=&#8221;2500 kg&#8221; correct=&#8221;option1&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[648],"tags":[],"class_list":["post-7303","post","type-post","status-publish","format-standard","hentry","category-hydraulics-and-fluid-mechanics","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>Total pressure on a 1m \u00c3\u0097 1m gate immersed vertically at a depth of 2 m below the free water surface will be A. 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