Knowing that the bottom of the reservoir is flat with a level of 800m above mean sealevel, calculate the volume in cubic meters of the water in the reservoir when it reachesthe maximum allowed level which is 840m above mean sea level. What is the volumeof the reservoir?Contour820830840850800810AMSL (m)Area4137511712016034021121029814020365(sq.m.)

Answered: Image /qna-images/answer/3170abe3-6b4a-442a-a39c-1659c961c531.jpg

Answered: Knowing that the bottom of the…

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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Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ! Reservoir 5 m 20 cm 10 cm ļ Reservoir
18. A reservoir has an average area of (2000m2) and capacity of (16*10^6m3). The reservoir designed to supply a city with population of (50000 capita), if the daily water consumption of water was (120 L/cap/day) and reservoir evaporation estimated by (85%) from class A pan evaporation of (18000L/day). When the reservoir will be empty??Time z (days)
Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water levels of the reservoirs is 5 m, the ratio of discharge in the larger diameter pipe to the discharge in the smaller diameter pipe is (Round off to two decimal places) (Consider only loss due to friction and neglect all other losses. Assume the friction factor to be the same for both the pipes) ! Reservoir 5 m 20 cm 10 cm ļ Reservoir
2) The City of Toronto designs their water distribution system so that the pressure in the water mains will raise water 46 m vertically. What is the pressure in the water main? Ans: 451,260 Pa
The storage in the lake reach 75x103m3 . During that time the inflow is 15 m3 /s and the outflow is 21 m3 /s. after 3 hours the inflow and outflow are 23 m3 /s and 25 m3 /s. determine the ∆? during the 3 hours period and the storage volume after another 3 hours.
3.
A cylindrical tank with a large diameter is filled with water to a depth D = 0.416 m. A hole of cross-sectional area A = 7.83 cm? in the bottom of the tank allows water to drain out. (a) What is the rate at which water flows out, in cubic meters per second? (b) At what distance below the bottom of the tank is the cross-sectional area of the stream equal to one-half the area of the hole? (a) Number i Units (b) Number i Units
Schematically draw a dam body together with a reservoir; a. Show the components of the reservoir b. Write the component of the reservoir.
asap 15 mins
Find the mean precipitation for the catchment shown. The area is composed of a square and equilateral triangle plot of side 8km. Solve by Thiessen Polygon Method. (Aside from the tabulated solution, the diagram SHOULD also be drawn clearly and labeled properly) O Rain gauge stations A 15cm 8 km B 10cm E C 68cm D 38cm e E 20cm OF 43cm 8km 8 km 8 km
Calculate the earthworks of a dam with a length of (1) km, a height of one side of it (1) m, and the other side (1.5) m.
Estimate the water influx constant (B) for the following bottom-water-drive reservoir. Boundary pressure (at WOC) and water influx history data are as follows. Time (days) Boundary (psia) Cumulative Influx (1000RB) 30 60 90 120 150 180 210 240 pressure 3000 2956 2917 2877 2844 2811 2791 2773 2755 Water | 0 79 282 570 930 1354 1810 | 2287 2786 The reservoir is circular and has an approximate radius of 2000 ft. Other pertinent aquifer data include r,→, R = 2000 ft , h = 200 ft, k H= 50 md, k,= 2 md, µ = 0.395 cp, ¢ = 0.1, and c, = 8×10-6 psi!.

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