3) Cross-Section MethodGiven the reservoir and sections shown below, determine what is asked for.A20mВ30mD.35mF15mH22m12mВ1m3. 2m2m2.7m1ma) Cross-sectional area @ A1.9m2.3m3m2. 1mb) Cross-sectional area @ BCD 1.1m 1m1.1m3.7m2m2.6m0. 8m 0. 8m0.9mc) Cross-sectional area @ DE4. 1m4.8h4. 6m4. 1mFIm1m1m1md) Cross-sectional area @ FG1. Đm1.7m3. 5m3.9mH2.6m2.6m2.5m2.6m2.7me) Cross-sectional area @ HI1.6m2m2m2. 5mK2m2m2.1m.1.4m1m1mf) Cross-sectional area @ JK2m1.7m2. 4mSub-volume of reservoir from A to BCSub-volume of reservoir from BC to DEh)i)j)k)1)m)n)Sub-volume of reservoir from DE to FGSub-volume of reservoir from FG to HISub-volume of reservoir from HI to JKSub-volume of reservoir from JK to LWhat is the total capacity of the reservoir?Given that there are no sources of water supplying the reservoir and theconsumption of water by the people using it is 1500 gals/day, how many monthswill it take to empty the reservoir (whole number answers only)?

Answered: Image /qna-images/answer/2ac83dab-a75c-466d-8137-b63ac3c1face.jpg

3) Cross-Section Method Given the reservoir and sections shown below, determine what is asked for. A 20m В 30m D 35m F 15m H 22m 12m В 3. 2m a) Cross-sectional area @ A C 1m 2m 2.7m 1m 1.9m 2.3m 3m 2.1m b) Cross-sectional area @ BC D 0. 8m 0.8m 0.9m 1.1m 1m 3.7m 2m 2.6m 1.1m c) Cross-sectional area @ DE 4. 1m 4.8m 4.6m 4. 1m F G 1m 1m. 1m 1m d) Cross-sectional area @ FG 1. 9m 1.7m 3. 5m 3.9m 2.6m 2.6m 2. 5m 2.6m 2. 7m I e) Cross-sectional area @ HI 1.6m 2m 2m 2. 5m K 2m 2m 2.1m 1.4m 1m f) Cross-sectional area @ JK 2m 1.7m 2.4m g) h) i) j) k) 1) m) n) Sub-volume of reservoir from A to BC Sub-volume of reservoir from BC to DE Sub-volume of reservoir from DE to FG Sub-volume of reservoir from FG to HI Sub-volume of reservoir from HI to JK Sub-volume of reservoir from JK to L What is the total capacity of the reservoir? Given that there are no sources of water supplying the reservoir and the consumption of water by the people using it is 1500 gals/day, how many months will it take to empty the reservoir (whole number answers only)?

3) Cross-Section Method Given the reservoir and sections shown below, determine what is asked for. A 20m В 30m D 35m F 15m H 22m 12m В 3. 2m a) Cross-sectional area @ A C 1m 2m 2.7m 1m 1.9m 2.3m 3m 2.1m b) Cross-sectional area @ BC D 0. 8m 0.8m 0.9m 1.1m 1m 3.7m 2m 2.6m 1.1m c) Cross-sectional area @ DE 4. 1m 4.8m 4.6m 4. 1m F G 1m 1m. 1m 1m d) Cross-sectional area @ FG 1. 9m 1.7m 3. 5m 3.9m 2.6m 2.6m 2. 5m 2.6m 2. 7m I e) Cross-sectional area @ HI 1.6m 2m 2m 2. 5m K 2m 2m 2.1m 1.4m 1m f) Cross-sectional area @ JK 2m 1.7m 2.4m g) h) i) j) k) 1) m) n) Sub-volume of reservoir from A to BC Sub-volume of reservoir from BC to DE Sub-volume of reservoir from DE to FG Sub-volume of reservoir from FG to HI Sub-volume of reservoir from HI to JK Sub-volume of reservoir from JK to L What is the total capacity of the reservoir? Given that there are no sources of water supplying the reservoir and the consumption of water by the people using it is 1500 gals/day, how many months will it take to empty the reservoir (whole number answers only)?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A wooden block (40 cm wide (b), 20 cm long (h) and 15 cm deep) floats on the seawater (specific gravity, sg = 1.025) with a depth of immersion is 12 cm. Calculate the position of metacentre, MG and justify the stability of block with the aid of sketch.
EX(2): Calculate the Diameter for pipe by Chart Method, Given : head losses 50 kpa , L-1250m, Q=126 m3/hr , C= 80 . %3D
1.6 A flat circular plate, 1.25 m diameter is immersed in sewage water (density 1200 kg/m³) such that its greatest and least depths are 1.50 m and 0.60 m respectively. Determine the force exerted on one face by the water pressure, 1.5m 0.6m α [Ans: 15180 N]
NEED HELP. PLEASE ANSWER. WILL UPVOTE
Water flows uniformly at a depth y1= 40 cm in the concrete channel, which is 10 m wide. Estimate the height of the hydraulic jump that will form when a sill is installed to force it to form.( Do not take the channel as a wide canal, make reasonable assumption of required data)
Please help with solving
Determine the Hydrostatic Force (in newton) from the fluid surface. Unit weight = 9809.4321 N/m³ and height H = 1.54321 m For equation of the eurve: whenx 1,y=1;whenx=2,y=16;whenx=3,y-81; when x 4,y-256- Hint to get this equation: "Finding the rute for nen linear sequence" use equation y = xª for the non-linear curve H
180 lb/ft 120 lb/ft A D 5 ft 5 ft 10 ft Compute for the Ely value at the midspan using Moment Area Method. Please show clear and detailed solution. Thank you!
1. Determine the following: If w₁-30 N/m and w2 = 45 N/m, Est = 200 GPa and I = 17x106 mm. (BY AREA- MOMEMNT METHOD) 0 1.0A = 2.tg = 3. dB = W₂ W₁ A 5m B in in 5m C
Please show complete detailed solution. P=53
Please answer in two decimal places please
Complete the differential level notes shown below, and determine the difference in elevation of TP2 and BM11 STA BM 10 2.085 ТР1 BS (m) HI (m) FS (m) | ELEVATION (m) 137.450 2.015 0.982 1.428 1.864 BM11 0.423 TP2 2.423 а. 1.441 m b. 2.0 m c. 0.559 m d. 1.005 m е. 0.995