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 planned timber flume (n=0.012). Rectangular in cross section, to carry 0.85cms if the width of the channel is 1.22m and the depth of flow is to be 457mm.a) What is the slope of the channel?b) What is the critical depth?
box the final answer asap On a railroad a -0.8% grade meters at 0.4% grade station 2+700 whose elevation of 300 m. The maximum allowable change in grade per station having a length of 20m. is 0.12. a. Compute the length of cuve. b. Compute the stationing where a culvert be located. c. At what elevation must tge invert of the culvert be set if the pipe has a diameter of 0.9m. and the backfill is 0.3m depth. Neglect thickness of pipe.
A rectangular timber flume 11 ft. wide by 7 ft. deep discharges 391 cfs and n = 0.042 If the same material had been used for a trapezoidal section having the same perimeter, what would have been the greatest discharge in cfs possible with the same hydraulic slope = 0.0006? Round your answer to 2 decimal places.
Water is to flow at a rate of 30m3/s in the concrete channel shown. Find the verticaldrop of the channel bottom per kilometer of length. n=0.012
*hydraulics *use handwritten A rectangular channel 5.50 m wide and 1.30 m deep is laid on a uniform slope of 0.002. The roughness coefficient of the channel is 0.013. 1.) Which of the following most nearly gives the rate of flow in the channel in m^3/s. Choices are A.) 21.04 B.) 13.02 C.) 1.03 D.) 22.63 E.) 0.24 F.)0.67 2.) Which of the following most nearly gives the saving’s in lining per meter length of channel that could have been offered by using the most efficient rectangular section but adhering to the same flow capacity and slope in m^2/s. Choices are A.) 21.04 B.) 13.02 C.) 1.03 D.) 22.63 E.) 0.24 F.)0.67 3.) Which of the following most nearly gives the savings in earth excavation per meter length of channel that could have been offered by using the most efficient rectangular Section but adhering to the same flow capacity and slope in m^3/s. Choices are A.) 21.04 B.) 13.02 C.) 1.03 D.) 22.63 E.) 0.24 F.)0.67
A rectangular channel of best hydraulic cross-section, n = 0.016, is laid on a slope of 0.0064 and carries 16.98 m³/ s. For critical conditions, what with is required?
A rectangular channel has a width of 3.6m with a roughness coefficient of 0.013 Compute the critical slope Choices: 0.83 0.083 0.00308 0.38 NOTE: In the given question that is all that is given there is no discharge given please help this is the only information that is given i this question
Q5. A 1 km long trapezoidal, concrete-lined (n = 0.013) channel is required to conveywater at 10 m3/sec. The channel bottom slope So is 0.001, and the side slope is1V:2H.a. Using the best hydraulic section approach, design the channel dimensions(water depth; channel depth, channel bottom width, etc.). Calculate the flowvelocity. Use the free-board at about 0.3 m. Sketch the section of your channelshowing all dimensions including top width.b. If the cost of excavations is $20 per cubic meter, how much is the excavationcost for the 1 km channel.c. If the lining cost (concert lined) is $200 per square meter, how much is thelining cost of the channel.
Answer with complete diagram/fbd 1. Determine the depth in m of the economical trapezoidal brick lined channel having a discharge of 1.2 cum/sec with a slope of 0.008. n= 0.015. 2. Determine area in sqm of the economical trapezoidal brick lined channel having a discharge of 1.2 cum/sec with a slope of 0.008. n= 0.015.
At what depth will water flow at 0.25m3/s in a 1.0m diameter concrete pipe (n=0.012) on a slope of 0.0004?
Discharge in a concrete channel with bottom width of 3m is 10 cumecs. Bed slope of a givenchannel is equal to 1 in571. Solve forthe normal, critical and hydraulic depths offlowif[CLO2](10)a)the channel has verticalsidesb)the channel is trapezoidal with 3H:2Vc)the channel is triangular with apex angle equal to1000
1. 1. In a catchment area, the distance of P1 to P4 is 480km. P1 to P20 is 242km, P2 to P3 is 325km, P3 to P4 is 468km, P1 to P3 is 705km, and P4 to P2 is 741km. If the rainfall depths recorded by gauges P1, P2, P2, and P4 are 8mm, 4mm, 10mm, and 6mm and the corresponding polygon areas are 101,800 hec, 482km2, 115km2, and 124km2 respectively. Knowing that the gauge reading happened on a 2-yr flood typhoon what is the volume of rainfall in cubic ft from this event? 2. In a catchment area, the distance of P1 to P4 is 480km. P1 to P20 is 242km, P2 to P3 is 325km, P3 to P4 is 468km, P1 to P3 is 705km, and P4 to P2 is 741km. If the rainfall depths recorded by gauges P1, P2, P2, and P4 are 8mm, 4mm, 10mm, and 6mm and the corresponding polygon areas are 101,800 hec, 482km2, 115km2, and 124km2 respectively. Knowing that the gauge reading happened on a 2-yr flood typhoon what is the volume of rainfall in cubic in from this event?