End View Water Flow H B H= head or height of water the weir P= height of weir from bottom of channel to the top of weir P+H = depth of water B= length of weir. Problem: The head of water on a 90° V-notch weir is 34cm (1.12 ft ft). Compute the flow by the approximate formula.

End View Water Flow H B H= head or height of water the weir P= height of weir from bottom of channel to the top of weir P+H = depth of water B= length of weir. Problem: The head of water on a 90° V-notch weir is 34cm (1.12 ft ft). Compute the flow by the approximate formula.

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: 77 kN 10 kN 14 kN A → (m) 2 3.

Q: Problem 2. Find the centroid (x, y) of the shaded shape if a = 1.0 ft y b = 1.0 a , = 2.0 a 1.25 a 2…

Q: 1. Consider a reactor operating at 50% power with Tave = 572°F. Assume the following: 1. A fuel…

Q: Problem No. 3 You are assigned to a project for the construction of a new tunnel. The tunnel will be…

Q: 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2. Calculation of…

A: To find:- 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2.…

Q: Define the forces affecting to beam CDB when P = 600 N

A: The given data is shown below: P=600 N

Q: A sample of a 20 mm reinforcing steel used in concrete structure is subjected to a tensile test. The…

A: Given data Diameter of bar, d=20mm Therefore area of bar, A=314 mm2 Gauge length of bar, L=150 mm…

Q: Determine shape factor for the cross-section given in the figure below:

Q: QUESTION 1 Predict the fatigue strength (ksi) at N=1000 cycles for a fatigue test specimen of a…

Q: reinforced concrete column shown in Figure 3 is made with 5000 psi concrete and reinforced with…

Q: You are assigned to do preliminary design for a bridge. The bridge will have 2 towers that will be…

A: Density of concrete (s) = 153lb/ft3 L = 75 feet B= 44 fet d =18" = 1.5 feet

Q: An experiment is conducted for infiltration rate under the ponding condition in a soil field and it…

Q: IN A WATERSHED, FOUR RAIN GAUGES I, II, II AND IV ARE INSTALLED. THE DEPTHS OF NORMÁL ANNUAL…

A: The given data is as follows: Depth of normal annual rainfall at station: I is 60 cm…

Q: PERT calculations indicate that duration of a given project is 72 weeks. With the variance of 15,…

A: Given Data: duration of the project = 72 weeks variance = 15 probabilities of 50%, 80%, 98%

Q: HW 5: By using Microsoft Excel construct the Gantt chart for the project with the activities…

A: Create a Gantt chart for the project using Microsoft Excel and the activities listed in the table…

Q: All members of the truss shown in the below figure are pin jointed. Calculate the reactions and…

Q: Compute Using Force Displacement Method Compute the reactions and draw the shear and moment curves…

A: Calculate the reactions and create the shear and moment curves. El never changes. (25 percent) w…

Q: At t = 0 the tank shown in fig. is full up to top level, write the differential equation for the…

Q: To be classified as hollow, the unit must have what percentage voids? a. between 25 and 60 b. >60 С.…

Q: For the beam shown in the figure, draw the influence lines for the reactions MA and RA and the shear…

Q: . In a 1/50 model of a spillway, the discharge measured to be 0.3m3 /sec. The corresponding…

Q: The standard acceptable 28-day compressive strength of 150mm concrete masonry hollow unit walls of…

Q: a uniform load w across its full length. Use this beam to respond to problems 4 through 8. 4. The…

Q: A man having the mass of 75 kg sits in the chair, which is pin, connected to the frame BC. If the…

Q: Part A The wind turbine has an efficioncy of 48 % in a wind that has a velocity of V= 3 m/s (Eigure…

Q: Q1) Using a system similar to that shown in figure, compute the required air pressure above the…

Q: ISA 100 x 100 x 10mm (Cross sectional area = 1908mm2) serves as tensile member. This angle is welded…

Q: A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated…

Q: Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar…

Q: A 12mm bracket plate is connected to a column flange as shown in the figure below. The bracket…

A: ANSWER:-

Q: Water is siphoned from a large tank and discharges into the atmosphere through a 0.05 m diameter…

A: Given: The diameter of the tube is 0.05 m. The depth of the tube in the tank is 0.9 m. The height of…

Q: Q1: The following data were collected while running a closed traverse ABCDA. Calculate the missing…

A: Given : Closed traverse ABCDA Missing Azimuth, northing, easting, length of sides are to be found…

Q: A series of previous tests has established that the ultimate effective friction angle of a NC clayey…

A: Given Data: friction angle = 19.20 soil pressure = 105 kpa

Q: Sample description: Uniform SAND, medium grain. Rate of strain: 1 mm/min Proving Ring No. ==…

A: Time (min) Horiz. Displ. (mm) Strain (%) Proving ring Dial (rev) Shear Load (N) Shear Stress (kPa)…

Q: 77 kN 10 kN 14 kN A → (m) 2 3

A: step 1-

Q: Civil Engineering can two storm pipes connect by a area drain?

Q: 10. When drawing the moment diagram for the beam shown below, the 800 lb-ft couple moment applied at…

Q: GIVEN Water at 15° C (v = 1.12 × 10-6 m²/s, see Table 1.3) is to flow from reservoir A to reservoir…

A: step 1-

Q: A slope is to be constructed at ah angle of 30° to the horizontal from a soil having the properties,…

Q: Much of the silting that occurs in estuaries is due to flocculation of colloidal clay particles when…

A: Clay soils, polymers, as well as other tiny energetic particles, acquire connections and create a…

Q: A steel bar, 300 mm long and 24 mm diameter, is turned down to 18 mm diameter for one third of its…

Q: The moisture content of a clay soil intended for civil work is 22.4 %. The specific gravity of the…

Q: For the frame shown in figure generate stiffness matrix. B L A

Q: QUESTION 6 A 12 inch Schedule 80 natural gas pipe running along the sea-bed at a depth of 7522 ft…

Q: The figure below shows two solid homogenous rectangular beam sections with (breadth x depth)…

A: To find : compressive stress in beam A and beam B. for this we have to find out moment of inertia of…

Q: Due to rise in temperature, the viscosity and unit weight of percolating fluid are reduced to 70%…

Q: 2 kN/m 1.5 kN 30° L--x B m 0.6 1.2 m 1.8 m 1.2 m m

Q: Q2) The flow-metering device shown consists of a stagnation probe at station 2 and a static pressure…

A: This question can be solved by applying Bernoulli's equation at 1 and 2. The detailed stepwise…

Q: What should be the size of the base (footprint) of a square footing if it supports a column with a…

A: Given DL=200 kips LL=160 kips h- 5ft unit weight of soil = 110 lb/ft3 Allowable soil pressure= 5000…

Q: Calculate the safe overtuming sight distance for a design speed of 96 kmph. Assume all other data…

A: Given data, Design Speed , V = 96 Kmph Assuming, Time of reaction, t = 2.5 sec Acceleration, A…

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

End View
Water
Flow
H
H= head or
height of water
the weir
P= height of weir from bottom of channel to the top of weir
P+H = depth of water
B= length of weir.
Problem:
The head of water on a 90° V-notch weir is 34cm (1.12 ft ft). Compute the flow by the
approximate formula.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

Give me right solution. Determine the discharge flow over the suppressed weir considering a 500 mm head, if the rectangular weir has 3 m length and 2 m depth with a weir plate height of 1.2 m. Use weir factor Cw=1.8.
The head over a ??????????-crested weir, whose breadth is 5m, is 4m. Given that discharge coefficient is 1.8, calculate the discharge over the weir.
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
Determine the discharge of the weir having a head of 0.5 m in L/s if a 70⁰ triangular weir is used. Assume C = 0.6
A weir is used to measure the flowrate in an open channel that is (Bw =) 5 m wide and (Ho =) 2 m deep. The depth of water over the crest of the weir (H) should be no less than 0.5 m when the flowrate (Q) is 1 m3/s and the water level should be at least 30 cm below the top of the channel. Determine the crest length of the weir (B). Take Cd = 0.6 and the weir is the sharp-crested type weir.
A trapezoidal weir of length 4 m and sides inclined 1 horizontal to 1.5 vertical discharges 12 m³/s. If the discharge coefficient is 0.65, find the head of the weir.
Describe various types of weirs based on shape, nature of discharge and crest. Also differentiate between mouthpiece and nozzle. A rectangular weir 8m long is discharging water under a head of 284mm. Calculate the discharge over the weir by usingi) Francis formula ii) Bazin’s formula
Determine the discharge (L/s) at the weir having a head of 0.813 m. if it is a trapezoidal weir with sides inclined 14.94 degrees with the vertical and a length of crust of 5.38 in. Use Cd = 0.661 and Cd = 0.641
Determine the head on a 45° V-notch weir for a discharge of 200 L/s. Use C=0.57.
Q#1(a) Water flows over a rectangular weir 3m long. The height of water surface over the weir is 1m. Calculate discharge over the weir by: Simple formula Francis’ formula Take Cd=0.62 and velocity of approach=2m/sec. Find the difference between the two discharges. (b) What is meant by “Hydraulic coefficient”? Explain different types of hydraulic coefficients. (c) What is a “Cippoletti weir” ?Prove that the side slope of a Cippoletti weir is 1:4.
Find the width, in meters, of the channel at the back of a suppressed weir using the following data: Head, H = 30 cm Depth of water, d = 3 m Discharge, Q = 0.84 cubic meter/sec Consider velocity of approach and use Francis formula.
Determine the discharge (ft3/s) of the weir having a head of 3.84 ft. if it is a triangular weir with central angle of 69°. Use Cc = 0.898, Cd = 0.691.