Solve part c only Solve for the discharge of the weir having a head of 0.30m in L/s.1.If a 90° triangular weir is used.a. 45.12c. 85.42b. 69.01d. 73.312. If a trapezoidal weir with sides inclined 14.04° with the vertical anda length of crest of 2m.a. 509c.641b. 593d. 6113. If a contracted rectangular sharp crested weir, 2m long is used.a. 587c. 523b. 532d. 563

For contracted rectangular sharp crested weir Q = 1.84 (L-0.2 H) H1.5 L= 2 m H = 0.3 m Q=…

Answered: 3. If a contracted rectangular sharp…

Engineering

Civil Engineering

3. If a contracted rectangular sharp crested weir, 2m long is used. a. 587 c. 523 d. 563 b. 532

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: Solve each problem using the method of consistent deformation. Problem 1 Calculate the reactions on…

Q: W350x90 Steel Column Is Pin-Connected At Ends. Use A36 Steel And Assumes The Section Has No Slender…

Q: If the deflection is upward it should be positive (+)

Q: What is the depth of the flow (m) in a circular channel of diameter 2.0 m for the maximum velocity?

Q: A cylindrical specimen of a saturated soil fails at an axial stress of 180 kN/m2 in an unconfined…

Q: 1.2 9k 7k 3k 4k 6k A 3' 3' 3' 3-2-1

A: As there are two different questions posted, according to the guidelines, only the first one is…

Q: 7. A -3% grade meets a +5% grade near an underpass. In order to maintain the minimum clearance…

A: jkjethgnfjhjjj

Q: 6. A vertical parabolic curve has a back tangent of -5% and a forward tangent of +3% intersecting at…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: A L = 1500m D = 750mm Q = 1.2 m3/s ELEV. = ?? C D L = 1800m D = 450mm A three reservoir problem…

Q: please make it clear and show every steps. if possible, kindly encode or make the fbd/drawing in…

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: Problem 2 Determine the reactions and the bar forces in the truss shown. Use the support reaction at…

Q: Q4) Water flows through a contraction section as shown. A pressure gage connected between the…

Q: Q4. Consider simple laminar pressure driven flow in a circular pipe of radius R. We can write the…

Q: Q1. Draw phase diagram of soil and what is formula of water content?

A: Asked: To draw the phase diagram of soil and give the formula for water content. The phase diagram…

Q: 4. A force of 540N is directed from C towards E in the cube. a. Determine the moment about the…

Q: The 2.4kg particle moves in the horizontal x-y plane and has the velocity shown at time t=0. If the…

A: Given data Mass of particle = 2.4kg Force = Fy = 2 + 3t2/4 Initial velocity = Vi = 5m/s Let the…

Q: beam has a width of 250 mm and a total depth of 650 mm. it carries a factored moment of 490 kN m.…

Q: A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The…

Q: frequency and percentage

Q: Service Level 1 2 22 2 3. Sta. Monica water district is planning to expand their service coverage by…

Q: For a normally consolidated insensitive clay angle of friction_CD = 30°. Deviator stress at failure…

A: Given data: ϕ=30∘σd=250 kN/m2A=0.62ϕ'=?

Q: Which of the following would have the greatest effect on the hydraulic conductivity of an aquifer…

A: Hydraulic conductivity : It is nothing but the permeability of soil through the pores of it by the…

Q: The 'frog' of the brick in a brick masonry is kept on : (a) bottom face (c) outer side of the wall…

A: Frog is the depression in the top face of the bricks, which is given to provide shearing resistance…

Q: -1.2 9k 7k 3k 4k 6k D F K J 3.C to 3' 3' 3' 3-2-1 4'

A: As there are multiple questions posted, according to the guidelines, only the first is being…

Q: Evaluate * cos(x) - 1| dx.

A: | cosx-1| = (1-cos(x))

Q: A pressure gage 7.0 m above the bottom of a tank containing a liquid reads 64.94 kPa; another gage…

Q: Find the value of maximum shear stress Maximum principal stress=8.7 MPa Minimum principal stress=3.2…

A: Given data : The value of maximum principal stress σ1=8.7 MPa The value of minimum principal stress…

Q: B 8 ft 500 lb/ft 15 ft 15 ft

A: This question is from structural analysis in this question of cable is given with uniform loading…

Q: A stratum of a clay 5 m thick is sandwiched between highly permeable sand strata. A sample of this…

Q: As shown, what is the maximum distributed load in lb/ft? v (lb) 2 3- 2514.29 514.29 x (ft) առ քե…

A: To find maximum UDL acting on beam

Q: A contracted weir, 5 ft. high is to be installed in a channel 8 ft. wide. The maximum flow over the…

A: Given: The height of the weir is 5 ft. The width of the weir is 8 ft. The flow rate is 54 ft3/sec.…

Q: The flow totalizer reading the month of September was 121.4 MG. What was the average daily flow…

Q: A granular soil is subjected to a minor principal stress of 200 kN/m2. If the angle of internal…

Q: Refer to the soil profile shown in figure below. A laboratory consolidati the results: o'c = 100 kPa…

A: Dry unit weight of sand γdsand=Gγw1+e=2.669.811+0.55=16.835kNm3Sat unit weight of sand…

Q: How important is lime to the performance of concrete? How does lime affects the performance of…

A: Lime provides high water retention, ensuring the fastest possible hardening of the binder. High…

Q: As shown, what is the maximum moment in lb-ft? v (lb) K-2 2514.29 32*2* 514.29 -685.71 -2685.71…

Q: Q-1: Use double integration method to find the deflection at the pin C and the slope at roller…

Q: At a certain point in a stressed body, the principal stresses are ox= 98 mPa and oy = -40 mPa.…

Q: A simply supported W18 x 119 A992 steel beam with 8 meters in length was subjected to a service load…

A: Given Data: Service load = 990kn/m DL to LL ratio = 1:2 length = 7m minimum deflection = 3mm

Q: The cross section is loaded by Vu= 223 kN and a Torque Tu = 40 kN-m fc'=20.7 Mpa, fy= 415 MPA, fyt=…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: The results of a standard compaction test for a soil having a value of (Gs = 2. 5) are shown in the…

Q: the pressare difference oP in a length (L) due to viscous flow depend on the velocity U. viscosity…

A: Given 5 variablesNumber of π terms aream=5-3=3so,P=M1L-1T-1D=LL=Lv=LT-1μ=M1L-1T-1ρ=ML-3

Q: Determine the bending stress along the x-axis of the W section. Determine the bending stress along…

Q: show fbd and complete solution

A: Cable: - It is defined as a flexible structure which is used to support transverse loads that causes…

Q: (a) As an engineer at Jabatan Kerja Raya (JKR) Kuala Lumpur Headquarters, you are given the task to…

A: Five parameters of rad thickness design required according to Arahan Teknik Jalan(ATJ) 5/85…

Q: 1. Use the method of joints, determine the force in each member of structure below with free body…

Q: A 119-degree V-notch-weir was installed to measure the flow in an artificial channel. The crest of…

Q: Find the Ultimate Compressive Strength and Undrained Shear Strength of soil.

A: Given Data:Diameter=87.26mmLength=116.87mmMass of sample=1044.95gmLoad dial=1.92N/DivDef dial=0.001…

Q: Find the centre of mass on

A: Center of mass: - It is defined as the point where all the masses of object supposed to act.

Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Solve part c only

Solve for the discharge of the weir having a head of 0.30m in L/s.
1.If a 90° triangular weir is used.
a. 45.12
c. 85.42
b. 69.01
d. 73.31
2. If a trapezoidal weir with sides inclined 14.04° with the vertical and
a length of crest of 2m.
a. 509
c.
641
b. 593
d. 611
3. If a contracted rectangular sharp crested weir, 2m long is used.
a. 587
c. 523
b. 532
d. 563

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 by step

Solved in 2 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

A rectangular weir having a length of 1 m is constructed at one end of a tank having a horizontal square section 10 m by 20 m and 10 m high. If the initial head on the weir is 1 m., determine the time required to discharge a volume of 72 m³. C = 0.60. Neglect velocity of approach.a. 23.6 sb. 56.4 sc. 86.5 sd. 65.1 s
A trapezoidal channel with a bottom width of 5m and side slope of 1V:2H is constructed to convey a steady discharge to a hydropower installation. This is made up of concrete with a Manning's n = 0.016 and bed slope of 3V:2000H. a. Determine the discharge and velocity if the discharge has a 2m-depth of water? b. Calculate the depth if discharge is 35m³/s? c. As shown below, when flooded, the flow goes over the top of the channel. If the flood channels are 10 m. wide and with side slopes of 1V:3H, and roughness is n=0.035, what is the discharge for a flood level of 4m? 14.5 15.0 14.5 region 2 region 1 region 3 4 10 10 5 2.
H G Q₁) A weir of 8m long is to be built across a rectangular channel to discharge a flow of 9m³/s. If the maximum depth of water on the upstream side of weir is to be 2m, what should be the height of the weir ? Adopt Cd = 0.62. 2) Find the value and direction of the force applied on an curved blade as show اشولي
A trapezoidal channel with a bottom width of 5m and side slope of 1V:2H is constructed to convey a steady discharge to a hydropower installation. This is made up of concrete with a Manning's n = 0.016 and bed slope of 3V:2000H. a. Determine the discharge and velocity if the discharge has a 2m-depth of water? b. Calculate the depth if discharge is 35m³/s? c. As shown below, when flooded, the flow goes over the top of the channel. If the flood channels are 10 m. wide and with side slopes of 1V:3H, and roughness is n=0.035, what is the discharge for a flood level of 4m?
Solve for the discharge of the weir having a head of 0.30m in L/s. 1.If a 90° triangular weir is used. a. 45.12 c. 85.42 b. 69.01 d. 73.31 2. If a trapezoidal weir with sides inclined 14.04° with the vertical and a length of crest of 2m. a. 509 c. 641 b. 593 d. 611 3. If a contracted rectangular sharp crested weir, 2m long is used. a. 587 c. 523 b. 532 d. 563
The two-stage weir below is at the right edge of the reservoir. If the water elevation is as shown in the scenario, and the breadth of the crests is 3 feet, determine the flow over the weir. 26.25' 3.5' 9.0⁰ -Elev. 610.50' Elev. 599.52¹
The length of weir of a reservoir is 200 m. long. The depth of water over the weir is 4 m. Find the total time to discharge 1 000 000 m3 of water. Use Francis formula. a. 339.67 sb. 287.62 sc. 186.52 sd. 271.4 s
Water is flowing in a rectangular channel of 1.2m wide and 0.8m deep. Find the discharge over a rectangular weir of crest length 90cm if the head of water over the crest of weir is 30cm and water from channel flows over the weir. Take Cd = 0.60. Consider vellcity of approach.
Design an inverted syphon required to pass canal discharge of 4.2 m³/sec under a canal with 0.3 m head loss. The velocity in the canal is 0.91 m/sec and depth of water is 1.5 m. Safety screens are provided at entry and exit. The inverted siphon has 22.5° elbows at each end. The total length of the syphon is 40 m. Manning's n conc.=0.012. Use (K entry entry = 0.2, K exit 0.3, K ns= 0.2 and K elbows=0.05) screens
73 l ll GO7:45 Design of hydraulic... -> Q1: A horizontal rectangular channel of constant cross section has a sluice gat. When the gate is partially opened, water flow at 6 m/sec. with a depth of 60 cm. Determine whether a hydraulic jump will occur, and if so, which type is it? How much its height (D2-D1) and find the head loss through it? 1+ 8Fr,2 - الواجب الثاني تكملة رسم احواض التسكين في المثالين الثاني والثالث في المحاضرة مع تاشير الأبعاد
Trapezoidal weir has a lower base of 3 m and has an angle of 45 for the inclined side. The initial head of the weir is 5 m. Find the discharge if the coefficient of the whole weir is 0.042. a. 8.604 m³/sec b. 9.969 m³/sec c. 10.36 m³/sec d. 5.712 m³/sec
Solve for the discharge in the weir if L = 1.5H. Neglect velocity of approach. Use C = 0.60 5m