Answered: we oice of diameter (10 cm) in a…

we oice of diameter (10 cm) in a reservoir forming a vina contracta of diameter (8.5 cm) and calculate also the (CV & CC). Take the discharge coefficient Cd = (0.58) and S.G. = 0.9 Air 35 kPa

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: Problem (1) Find the quantity of discharge q in meter cube per second per meter width for the…

A: To Determine Quantity of discharge, q in m³/s/m

Q: Two reservoirs are connected by three pipes. laid in parallel. The pipes diameters are respectively…

A: Given that: Diameter of pipes, d1 = 10cmd2 = 20cmd3 = 30cm…

Q: 3: A preliminary design of a reservoir is shown in Figure. Draw the flow-net. Calculate the flow…

A: Given- Keq=1×10-6 cm/sht=36 m

Q: Problem 7: The two pumps in problem 6 are now arranged in parallel. The static head is 40 ft. The…

A: Given that the two pumps are connected in parallel. The static head is 40ft. Hs = 40ft Diameter, D =…

Q: Two reservoirs A and B have elevations of 250 m and 100 m, respectively. The two tanks are connected…

Q: A 150-mm diameter penstock supplies water to a turbine under a constant head of 30 meters. Calculate…

Q: An orifice of 0.1-meter-diameter is installed in a pipe having a diameter equal to 0.3 meters as…

Q: 2. From the current meter notes taken on the Masiu River (table below). All measurements are in…

A: During a unit time period, a discharge measures how much fluid flows. Both volume and mass are…

Q: 3. If the flow rate through a 10 cm-diameter wrought iron pipe is 0.04 m/s as shown in figure below,…

Q: Problem 1: Calculate the discharge in liters per second through a 100-mm diameter orifice under a…

A: Given Data Diameter of orifice, d=100 mm = 0.1 m Head of water, h = 5.5 m Cc= 0.61 Cv= 0.98

Q: The Steam has the following data: Average stream cross-section = 38.35 sq.m. Wetted perimeter =…

A: Discharge is defined as the volume of fluid collected per unit time period. The discharge is equal…

Q: The storage-elevation-discharge characteristic of a reservoir is as follows: 100.00 Elevation (m)…

Q: Bernoulli's Equation Example 2 Calculate the water discharge rate and gage pressure at point B for…

A: Solution Given Data Diameter= 200 mm

Q: The flownet under a dam has 10 flow channels and 26 equipotential drops. The water level at the…

Q: The waste weir of a reservoir is 50m long. After a heavy downpour, the depth of water over the weir…

Q: Two reservoirs A and B have elevations of 250m and 100m respectively. It is connected by a pipe…

A: given question is like given Q= 159litre/sec L=100m C=120 head loss is…

Q: A well is installed in a unconfined aquifer. Determine the drawdown (ft) at the well if: the radius…

A: Drawdown: The drop in the level of the water table at a point from its previous or original state of…

Q: hydraulic conductivity. Estimate the flow (Q, cfs) and transmissivity (T, ft/day) through the…

A: Given : Thickness H=30ft R=2 miles = 2×5200=10562 ft s+h = 200ft s1=55 ft r2=1200ft s2=50ft

Q: In a three reservoir problem, the elevation of reservoir 1 and 2 are 462 m and 368 m respectively.…

A: Consider the following diagram:

Q: A 50 mm diameter siphon draws oil (S.G. = 0.82) from a reservoir. If the head loss from point 1 to…

Q: Reservoir 1 = In figure, if L1= 20 m, diameter 30 cm, velocity = 0.1 m/s, friction ?= factor= 0.023,…

Q: A well is installed in a unconfined aquifer. Determine the drawdown (ft) at the well if: the radius…

A: R=500ft H=95ft

Q: A rectangular orifice of width 1.5 m and depth 1 m is used in a tank. The water level in the tank is…

A: Given: Width, b = 1.5 m Depth, d = 1 m Water level above top edge of orifice, H1 = 3 m Coefficient…

Q: determine the flow that comes out into the atmosphere in F, tabulate and plot the hydraulic gradient…

A: YA=11 m diameter of pipe 1,d1=30cm diameter of pipe 2,d2=18 cm Length of pipe 1, l1=80 m Length of…

Q: % of the major loss.

A: Given data Length, L=2.5m=2.5×103 m=2500m Diameter, D=600mm=0.6m Friction factor, f=0.02 Minor…

Q: Two reservoirs are connected to each other with a pipe of length of 2 km and diameter 0.2 m.…

A: Given: Length, L = 2 km Diameter, d = 0.2 m Difference in water level, h = 8 m Friction factor, f =…

Q: 2. It is known that an irrigation channel has a rectangle with width (b) = 4.5 m, height (h) = 5 m,…

Q: Problem 7.12 A rectangular orifice, 1.5 m wide and 1.0 m deep is discharging water from a tank. If…

A: Given: Width, b = 1.5 m Depth, d = 1 m Water level above top edge of orifice, H1 = 3 m Coefficient…

Q: Apply Hazen William's Equation to the pumped system shown in the following figure, having a pumping…

Q: Water is going to be pumped between point A and B as shown in Figure below. Calculate the maximum h…

A: Given, Q = 90 L/s or 0.09 m3/s D = 0.30 m

Q: The discharge of water in the system shown below is 0.1 m³/s, x = 1.0 m, y = 2.0 m, z = 7.0 m, and…

A: Given: Q=0.1 m3/s , x=1.0m, y=2.0m, z=7.0m, Dpipe = 30cm

Q: 2. What is the value of coefficient of discharged from the submerged orifice 300 mm diameter as…

A: A submerged orifice has been given and it has been asked to determine coefficient of discharge. It…

Q: Neglecting losses, calculate V2 (ms) of water existing the nazzle D1 = 10 cm D2 = 2.5 cm P1 = 1600…

A: Given: The diameter D1 is 10 cm. The diameter D2 is 2.5 cm. The pressure P1 is 1600 kPa. The…

Q: Bernoulli's Equation Example 2 Calculate the water discharge rate and gage pressure at point B for…

A: Solution Given that Dia of siphon= 100 mm Assume g=10m/s2

Q: 19. A pump delivers a discharge to head of 30 m. Given, suction lift = 5.58 m, atmospheric head =…

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: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common…

Q: Q1: Three reservoirs connected by pipes. Each pipe has 300 mm diameter and 1500 m long. Assuming…

Q: Determine the water power, pump power and moler load for a pump system designed to deliver 1.89…

A: The water power is given by: Pw=KQH Where, Pw = output power,Q = flow,H = total head,K = constant =…

Q: The flow rate for the pipe system is 0.050 m³/s with a total head loss of 12 m. Use C = 120 for all…

Q: If water is pumped from reservoir 1 to reservoir 2 through a 20 cm pipe with a length L1=70 m, and…

A: The expression for velocity in pipe is given as V=QA Substitute the value in above expression V=0.15…

Q: A spillway controls reservoir 4.6 hectares in area. The permanent crest is at elevation 75 m. Water…

A: Solution Given Data Area of reservoir A=4.6 hactare=4.6*104 m2= 46000 m2Permanent crest is at…

Q: Piezometer Reservoir A Elevation 100 ft Reservoir C Elevation 80 ft Reservoir B Elevation 80 t…

A: Given that, Hazen William's equation with C1=120. Using Hazen William's equation velocity…

Q: Q2/B /Water is transported from a reservoir at higher elevation to another reservoir through a…

Q: s and the friction factor f is equal for all pipes, then:

A: Solution The pipes are connected in parallel then - we know that Q=Q1+Q2+Q3........1 And…

Q: 1. Calculate the discharge in gal. per min of a submerged orifice shown in Fig. Use Cd = 0.63 Fig.…

A: Area of the orifice = 4'' sq. Cd = 0.63

Q: 30 Tests by the Byron Jackson Co. of a 37.1-cm-diameter cen- trifugal water pump at 2134 r/min yield…

A: Given-A centrifugal pump of 37.1cm diameter operating at 2134Rev/min. Required- To calculate BEP,…

Q: A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is…

Q: Obtain the volume of flow, in liters/sec, that will pass through a 600 mm pipe with a head loss of…

A: Diameter of pipe, D=600mmHead loss per kilometer, hfL=3m per KmCoefficient of friction, f=0.03

Q: 1- Calculate the steady discharge (Q) and the power consumption (P) for a pipe connected between two…

Q: Find the elevation of the downstream reservoir for a flow of 5 cfs in the system shown in Fig.…

A: head lossh=entry loss +fitting loss due to globe valve+frictional loss in pipe 1 +loss due to sudden…

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: In this question pipes are given in series Pipes Dia is400 mm ,350 mm and 300 mm Friction factors…

Q: Reservoirs A and B have elevations 250 m and 100 m respectively, which are connected by a pipe…

Q: Problem 1: Let's say we have the tank below, and you are told to assume the flow is steady and invi:…

A: According to given data Let's say we have the tank below, and you are told to assume the flow is…

Q: A pump draws 24 liters per second of water from reservoir C and lifts it to reservoir D as shown in…

Q: Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P.…

Q: Given the properties and elevations of the three reservoirs, if friction factor f, is 0.01 for all…

Q: In the figure shown, water (ν = 1 x 10-6 m2/s) flows at a rate of 5 L/s on a system of pipes. There…

A: General: Since you have asked multiple questions, we will solve the first rwo question for you. If…

Q: Two pipes are connected in parallel between two reservoirs: L1= 2500 m, D1 = 1.2 m, C1 = 90; L2 =…

A: Givenhf=3.8mL1=2500m, L2=2300mD1=1.2m, D2=0.8mC1=90, C2=100The hazen williams equations for pipe…

Q: Oil with sp. gr. of 0.87 is being pumped from a lower reservoir to an elevated tank as shown. The…

A: Apply Bernoullis theorem…

Q: 2. Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a…

A: Considering the section below:

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

Calculate the actual flow rate from the orifice of diameter (10 cm) in a reservoir
forming a vina contracta of diameter (8.5 cm) and calculate also the (CV & CC.
Take the discharge coefficient Cd= (0.58) and S.G. = 0.9
Air 35 kPa
РОСОРНONЕ
SHOT ON POCOPHONE F1

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 : Introduction

VIEW

Step 2 : Solution

VIEW

Step 3 : Solution

VIEW

Step by step

Solved in 3 steps

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

Water flows through a concrete pipe 3 ft in diameter between reservoir A and reservoir B. The surface of reservoir A is at 800 ft while the surface of reservoir B is at 300 ft elevation. The length of the pipe is 1000 ft. Calculate: a. the head loss through the pipe b. the flow rate in the pipe
A reservoir A with elevation 30m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the amount of flow from J to B is equal 0.11 m/sec use the following data to determine the flow in each pipe and the power of the pump: LAJ 450 m, DaJ = 300 mm, LJB= 300 m, DJB = 200 m, Q JB = 0. m'/sec, LJc 600, D Jc = 150 mm,f (all Pipes) 0.02
Tank A has an elevation of 100 m and Tank B has an elevation of 160 m. Since Tank A is lower than B, engineers have installed a pump near A to transfer fluid to B. The discharge in the pipe is at 0.65 cubic meters per second and pipe has a length of 1 km. with a diameter of 0.6 meters. If Hazen williams coefficient is equal to 120, compute the head loss in the pipe.
In the branched pipe system shown, 850 L/min of water at 10°C is flowing in a DN 100 Schedule 40 pipe at A. The flow splits into two DN 50 Schedule 40 pipes as shown and then rejoins at B. Calculate (a) the flow rate in each of the branches and (b) the pres- sure difference PA PB. Include the effect of the minor losses in the lower branch of the system. The total length of pipe in the lower branch is 60 m. The elbows are standard.
SITUATION 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 ha hez Elev 70 B 4000 m- 250 mm f-0.018 he 3500 m f- 0.018 Elev 60 Pipe 1: L= 5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L= 3500 m 5000 m - 300 mm f= 0.018
2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m diameter at the exit. A constant flow rate of 0.12 m /sec is maintained through the nozzle. Find the acceleration at the midpoint of the nozzle. Hint: velocity at any point is equal to the flow rate divided by the area of the pipe at that point. [Ans. a=0.02579 m/s/s] 3. Water accelerates in an upward sloping pipe at a rate of 1.5 m/s?. The pipe slope is set at 40 degrees and has a length of 6 m. If the pressure is 63 kPa at section 1, what will be the pressure at section 2? [Ans. P2=16165.52 Pa] 1
A discharge of 600 liters/sec flows through a pipe having a diameter of 400mm., lenght of 40 m. long. Compute the head loss of the pipeline; a. using Mannings Equation with n=0.013 (unit of the answer is in m) b. using Darcy Weisback formula with f=0.012 (unit of answer is in m)
2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m diameter at the exit. A constant flow rate of 0.12 m3 /sec is maintained through the nozzle. Find the acceleration at the midpoint of the nozzle. Hint: velocity at any point is equal to the flow rate divided by the area of the pipe at that point. [Ans. a=0.02579 m/s/s]
Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. the discharge leaving tank A? Determine Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 ba %3D be 80 m Q1 Q² Q3
Determine the flow in each pipe in the reservoir shown below. Use the values provided in the table. Elevation Reservoir A 80m в 50m 20m Pipe Diameter Length friction factor AP 400mm 1800m 0.027 BP 500mm 2000m 0.02 СР 700mm 3500m 0.025 El. A El. El.
Determine the theoretical discharge C = .96 if a rectangular tank (2m x 1.5m x 2.5m) was filled in 54 secs in L/s *
4. Two reservoir A and B, feed a third reservoir C as shown in figure. Assuming constant water level in the figure and making use of the data given in the table below. Compute the discharge in each pipe. Use conventional solution. EL 205 m EL 130 m 2 EL 192 m Q₁ = 0.3963 m³/s, Q₂ = 0.4550 m³/s, Q3 = 0.8513 m³/s Pipe 1 2 3 n 0.011 0.014 0.017 Diameter Length (mm) in (m) 400 500 800 1800 2000 4000