a. Determine the discharge to City A in cubic feet per day.b. Determine the discharge from the reservoir.c. Determine the discharge to City B in cubic feet per day. Reservoir,8,450 ftCity A8,250 ft5,000 ft24 inCity B8,200 ft5,000 ft18 in.36 in.5,000 ftProblem DiagramRefer to the diagram above:E = 0.00085 ftPressure at receiving end for each city = 60 psiNote: use f=

Answered: Image /qna-images/answer/8949ab24-4cc9-4e47-909f-cb1d903ab8c6.jpg

Answered: Reservoir, 8,450 ft City A 8,250 ft…

Engineering

Civil Engineering

Reservoir, 8,450 ft City A 8,250 ft 5,000 ft 24 in, 5,000 ft City B 8,200 ft 18 in. 36 in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: If the flow into a 20 m wide x 85 m long x 4 m max height detention basin occurs at a constant rate…

A: Storage quantity of detention basin, V = 20 x 85 x 4 = 6800 m3 Inflow rate, Q = 1.7 m3/s

Q: Design the in-line storage volume required to equalize the flowrate by using the following data.…

A: Time (hour) Flow (m3 /s) Volume (m3 ) 0000 0.0591 425.52 0200 0.0336 241.92 0400 0.0297…

Q: Pls answer asap. Complete solution with figure. Determine the discharge in a rectangular channel…

Q: The 10-minute triangular unit hydrograph for a watershed has a peak discharge of 100 ft’/s at 40…

A: 10-minute triangular unit hydrograph peak discharge(Q)=100 ft3/s (occur at 40 minutes) Total…

Q: fter You have calculated the outflow from the reservoir on the first part Now, your goal is to route…

A: Time (hrs)Inflow…

Q: stream with a flowrate of 10 m3/min and an MTBE concentration of 5 g/m3 flows into the first…

A: Inflow rate = Inflow concentration = Reservoir volume (V) = Time (t) = 1 hour = 60 minutes

Q: 1. At 10:00 am the inflow to a reservoir was 20 m³/s and outflow was 12 m³/s. At 10:30 a.m. the…

Q: 1. A water district which serves a suburban community needs a new water transmission main which will…

A: step 1-

Q: PROBLEMS 2.2.1 A reservoit has the foliowing inflows and outflows (in cubic meters) for the first…

A: (1) Total inflow in reserviour-Total outflow in reseviour=Change in storage4+6+9-8+11+5=Change in…

Q: 3. The reservoir is producing oil at three different pressures; 3200 psia, 3450 psia and 3700 psia…

Q: Develop the following triangular inflow hydrograph through a linear reservoir: Peak inflow R m/s,…

A: To find outflow

Q: Analyse the flow of a 10m wide rectangular channel with a crump weir. Crest is 50cm above the…

A: Given data:- Width of rectangular channel, b = 10 m Height of crest, h = 50 cm Height of the…

Q: Question 3 A unit hydrograph for a watershed is triangular in shape with base period of 20 hours.…

A: Base period -T=20 hrsarea -A=500 ha=500×104 m2

Q: If the flow into a 20 m wide x 85 m long x 4 m max height detention basin occurs at a constant rate…

Q: A rectangular weir 8m long is discharging water under a head of 268.3 mm. Calculate the discharge…

A: length of the weir (L) = 8 m. head (H) = 268.3 mm

Q: 1- There following data are obtained from streamflow measurement in a river cross section. Estimate…

A: distance from left corner 01234567water depth01.353.315.09.05.383.781.78flow velocity at 0.2…

Q: 5. A city discharges sewage water into the river from 2 pipes. A pipe discharges 14000 m3 per day…

Q: Q: The table below represents the elevation-area curve for a reservoir, the maximum storage is 32…

A: Note: As per our policy for a multipart question only three parts can be solved for other parts…

Q: A rectangular weir 8m long is discharging water under a head of 263.67 mm. Calculate the discharge…

A: It is required to determine the discharge using Francis formula. Here, L is the length of the…

Q: A wastewater treatment plant will receive a flow of 30,000 m3/day. The plant has a 3.6 m deep…

A: Given:- Flow rate, Q=30000 m3/dayDepth of circular primary clarifier, d=3.6 mSurface overflow…

Q: 0.12 A hydraulic structure is sized for a 50 year recurrence interval design discharge. What is the…

Q: Q1: given a reservoir with a storage discharge linear relationship governed by the equation: S-KQ,…

A: Solution: Given: K = 8000 S = 30000 m3 time difference =1hr Initial storage = 30000 m3 Initial…

Q: Length, ft Permeability, md 150 200 80 50 300 30 500 20 200 10 Calculate the average permeability of…

Q: (b) A simple reservoir has a linear storage indication curve defined by Q/2 = S/At, where At = 1.0…

A: Given, Q/2 = S /Δt, where Δt = 1.0 h S at 8 A.M=0 ft3 /s-hr To determine, Route the hydrograph

Q: 30 mi² reservoir is fed by two streams that carry an average discharge of 350,000 cfs and 20,000…

A: According to given data A 30 mi² reservoir is fed by two streams that carry an average discharge of…

Q: 0.12 A hydraulic structure is sized for a 50 year recurrence interval design discharge. What is the…

Q: 1) The inflow hydrograph generated by a 100 year storm is given in the Table 1. A flood control…

A: using2S∆t+QwhereS= storageQ= discharge∆t=12 hrsfor the intervals

Q: The flow rates measured during a precipitation at the outlet of a basin with an area of 10800…

A: Surface runoff= Total flow-base flow Time(minute) Discharge (Q) Base flow surface runoff 1cm…

Q: 3.2. For a CI gravity main (Fig. 3.2), calculate flow in a pipe of length 300 m and size 0.2 m. The…

A: Given:- The length of the pipe (L) = 300 m The diameter of the CI pipe (D) = 0.2 m The elevation…

Q: Calculate discharge for a rectangular Sarda fall having Crest length 10 m Top width 3m and Depth of…

A: Sarda fall Sarda-type falls are made up of modest falls that result in slow energy dissipation of…

Q: o 2 significant

Q: A reservoir has the elevation-discharge-storage relationships as shown Storage x 106 (m³) Elevation…

A: A reservoir is an artificial stcture where water is stored. Storage relationship is the relationship…

Q: Determine the internal flows that pass through the following arrangement

Q: O -index is 0.5 cm/h and the base flow at the outlet is The drainage area of a watershed is 50 km2 D…

Q: The 2-hour unit hydrograph of a certain catchment is given in the table below. Determine the 3-hour…

Q: b) The given table shows a unit hydrograph of 2-hour duration. Derive 4-hour unit hydrograph for the…

A: Given data : Unit hydrograph (hereafter mentioned as UH) of 2- hour duration Time (hours) 0 2 4 6…

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

a. Determine the discharge to City A in cubic feet per day. b. Determine the discharge from the reservoir. c. Determine the discharge to City B in cubic feet per day.

Reservoir,
8,450 ft
City A
8,250 ft
5,000 ft
24 in
City B
8,200 ft
5,000 ft
18 in.
36 in.
5,000 ft
Problem Diagram
Refer to the diagram above:
E = 0.00085 ft
Pressure at receiving end for each city = 60 psi
Note: use f=

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Engineering fluid … The crest of a high, broad-crested weir has an elevation of 100 m. If the weir is 10 m long and the discharge of water over the weir is 25 m3 ⁄ s, what is the water-surface elevation in the reservoir upstream?
Calculate the discharge if Cd 0.63 4 m 4.5 m -2 m- 0.5 m- 1 m Fig. 8-7.
Three Decimal Places Only
ANSWEWR URGENTLY
The flow rates measured during a precipitation at the outlet of a basin with an area of 32400 hectares are given below. It is assumed that the precipitation intensity is constant 60 mm/hr and the infiltration index of the basin is 10 mm/hr. Determine the duration of the unit hydrograph and obtain the 60-minute unit hydrograph of the basin. You can take the base flow as 100 m³/s.
Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. What is the flow in pipe 2? Neglect minor losses and assume f=0.25 for all pipes. Select one: O a. 179 liters per second O b. 354 liters per second O . 132 liters per second O d. 231 liters per second
The hydraulic conductivity of a homogeneous gravelly aquifer is 3 x 10-1 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.25. Calculate the following two parameters and provide the answer to question b) in the space provided (numerical answer only, no units or any). Calculate the specific discharge that represents flow conditions of the aquifer in cm/sec. Also Calculate the approximate average velocity of a conservative solute dissolved in this aquifer, calculated to units of cm/sec (enter numerical answer without stating units).
Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. Neglect minor losses and assume f=0.25 for all pipes. What is the flow in pipe 3? Select one: O a. 329 liters per second O b. 428 liters per second O c. 381 liters per second O d. 206 liters per second
Given the reservoir and sections shown below, determine what is asked for. Show complete and detailed solutions. Draw a figure also.
An overflow gravity dam is to be constructed across a small river. It has a main weir and a sluice gate as shown in the figure. Calculate the total discharge using C = 0.60 for the weir and C = 0.65 for the sluice gate. Use the formula below for the weir: 2 = C/2g (L – 0.20H)H³/2 Qweir Round off your answer to one decimal place. Answer: Qt = m'/s -0.30m. 0.25m 4.80m 0.30m
A 250 mm cast iron pipe 600 m long carries a discharge of 250 liters/sec. between the two reservoirs A and B with A higher than B. If the flow rate is doubled by replacing the existing pipeline of the same diameter, what length of pipe should be used? Assume f = 0.02.
HYDRAULICS Convert all units in SI. Round off to 2 significant figures. Compute the discharge of water over a cipolletti weir 5.0 ft long under a head of 0.85 ft. Compare with the discharge over a standard rectangular weir with the same length and head.