1. Find area precipitation by isohyetal method for a certain catchment area given the followingdataIsohyets, cmP 6.854PS 312/2P1.5DEPARTMENT OF CIVIL ENGINEERINGCCB 433 - Fluid Mechanics for Civil EngineersTutorial 1 August 20220Time, minRainfall, em+ 602Area enclosed within catchmentboundary, km2. A catchment has six rain gauge stations. In a year, the annual rainfall recorded by the gauges are asfollows:Station100AFRainfall, mm86.3102.7For a 10% error in the estimation of mean rainfall, calculate the optimum number of stations in thecatchment903.1868163. From the precipitation data given, estimate cumulative rainfall and rainfall intensity.Time, min4060500.32 0.37 0.43Rainfall, cm-BCD108.9 154.2 78.3100.1820972134106026331001.65+002+152200.211975300.26120 1300.261100.81 0.526+52P = A₁Athal-1975P₂• (Pi+ P² ] + An [Po+Pr+A₂Atotal+ (33E93.1+971400.4221500.365+470800.64 1.14160 1700.280.19+ 21341321800.17+4403+22

Given data in question Isohytes values in cm Area enclosed in km2 To find out Mean area…

1. Find area precipitation by isohyetal method for a certain catchment area given the following data + A₂ Isohyets, cm P₁ 6.8 6 24 5 4 PS 3 22 Pr. 1.5 P = 0 Time, min Rainfall, cm Area enclosed within catchment boundary, km 0 0 + 602 2. A catchment has six rain gauge stations. In a year, the annual rainfall recorded by the gauges are as follows: Station B D F A C 86.3 108.9 154.2 78.3 Rainfall, mm 102.7 For a 10% error in the estimation of mean rainfall, calculate the optimum number of stations in the catchment 6816 3. From the precipitation data given, estimate cumulative rainfall and rainfall intensity. Time, min Rainfall, cm 10 0.18 100 90 3.18 1.65 20 97 213 410 602 633 +00 2+15 20 0.21 30 0.26 1975 120 110 0.81 (Pit P=A₁ (P₁+f 2 Atotal = 1975 6+5 2 E 93.1 140 130 0.52 0.26 0.42 + (33 40 50 0.32 0.37 +97 Atotal 2 60 70 80 0.43 0.64 1.14 150 160 0.36 0.28 544 [1]. P₂1 Ps 2 +213 170 0.19 413 2 180 0.17 +4410 342 2

1. Find area precipitation by isohyetal method for a certain catchment area given the following data + A₂ Isohyets, cm P₁ 6.8 6 24 5 4 PS 3 22 Pr. 1.5 P = 0 Time, min Rainfall, cm Area enclosed within catchment boundary, km 0 0 + 602 2. A catchment has six rain gauge stations. In a year, the annual rainfall recorded by the gauges are as follows: Station B D F A C 86.3 108.9 154.2 78.3 Rainfall, mm 102.7 For a 10% error in the estimation of mean rainfall, calculate the optimum number of stations in the catchment 6816 3. From the precipitation data given, estimate cumulative rainfall and rainfall intensity. Time, min Rainfall, cm 10 0.18 100 90 3.18 1.65 20 97 213 410 602 633 +00 2+15 20 0.21 30 0.26 1975 120 110 0.81 (Pit P=A₁ (P₁+f 2 Atotal = 1975 6+5 2 E 93.1 140 130 0.52 0.26 0.42 + (33 40 50 0.32 0.37 +97 Atotal 2 60 70 80 0.43 0.64 1.14 150 160 0.36 0.28 544 [1]. P₂1 Ps 2 +213 170 0.19 413 2 180 0.17 +4410 342 2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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B7
Hope your help hydraulic CEE 340
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R=101