10 m +6m + 6 m Q: If the flow discharge of a trocar (trapezoid) is shown in the figure below (80 m/s), what is the amount of flow discharge if the level of flow in the trocar decreases by 25% of the current depth. 2m 3 m +

10 m +6m + 6 m Q: If the flow discharge of a trocar (trapezoid) is shown in the figure below (80 m/s), what is the amount of flow discharge if the level of flow in the trocar decreases by 25% of the current depth. 2m 3 m +

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: A-1200 mm concrete pipe 1800 m long carries 1.35 m³ /s from reservoir A, discharging into two…

A: A reservoir is generally an artificial structure or lake where water is stored. These are created by…

Q: 1. The head of water over an orifice of diameter 100 mm is 8 m. Using C = 0.63 and Cv = 0.98, find…

Q: A 20 mm dam pipe forks, one branch being 10 mm in diameter and the other 15 mm in diameter. If the…

A: Given : Dia. D1 = 10 mm Dia D2 = 15 mm The velocity in D1 = 0.3 m/s Velocity in D2 = 0.6 m/s To…

Q: The flowrate in a water channel is sometimes determined by use of a device called a Venturi flume.…

Q: - A pipe has what is the

Q: Question 20 There are three pipes and each has different friction or roughness factors below: Saint…

Q: The pump in the figure discharges water at 45 lit/s. Neglecting losses and elevation changes, 2.…

Q: Question A horizontal pipe of non uniform cross section has water flow through it such that the…

Q: A sluice gate used to control the flow in a horizontal channel of unit width is shown in the figure.…

A: A sluice gate used to control the flow: Depth of flow is 1.0 m upstream of the gate, A1 = 1 m Depth…

Q: P. 7.48 - A water discharge of 8 m³/s is to flow through this horizontal pipe, which is 1 m in…

A: The given data is: Q=8 m2/s d=1 m hf=7v2/2g

Q: Water flows upward through a vertical 300 mm by 150 mm Venturi meter whose coefficient is 0.980. The…

Q: A sharp-edged orifice 100 mm in diameter, in the side of tank having a horizontal cross-section 2 m…

A: do = 100mm or 0.1mD = 2m Q1 = 20 L/s or 0.02 m3/s Q2 = 30 L/s or 0.03 m3/s Cd = 0.60 -

Q: The rectangular tank shown is divided by a partition into two chambers, and provided with a round…

A: Solution Given Data Diameter= 150 mmC= 0.62Chamber B is 3 m

Q: Q.1.17 "MASS FLOW AT A PIPE JUNCTION Consiuer the steady flow in a water pipe joint shown in the…

A: Given that: Area at section 1, A1=0.2 m2Area at section 2, A2=0.2 m2Area…

Q: Explain the physical significance of the above equation and give the type of jump you would expect…

A: Physical significance of given equation and type of jump between section 2 and 3### Hydraulic jump…

Q: HW 11.4 Given a water pipe with a contraction and a manometer connected between the two pipe…

Q: EXAMPLE: A line is required to provide 20 L/s of water from a dam to a high level storage tank…

A: To design the water line to provide 20 L/s of water from the dam to the high-level storage tank…

Q: (6a) A siphon is made of a pipe whose inside diameter is 25.4 mm and is used to maintain a constant…

A: Data given Siphon pipe, diameter = 25.4 mm = 0.0254 m Depth of tank = 6.0975 m

Q: For fully developed laminar pipe flow in a circular pipe, the velocity profile is given by u(r) = 2…

A: Given data Diameter=3.6cm

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

10 m
6 m
+om+
Q: If the flow discharge of
a trocar (trapezoid) is
shown in the figure below
(80 m/s), what is the
amount of flow discharge
if the level of flow in the
trocar decreases by 25%
of the current depth.
*
2m
3 m
+

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

Hydraulics,.
5) A 150mm x 50mm venturi meter set up is installed in a vertical pipeline. Determine the flow if the meter coefficient of the device is 0.97. A SG= 1.50 Water 80cm
The trapezoidal channel below must maintain a discharge of Q = 20 x SN (m3/s). You may assume that the channel slope is negligible. Use MS Excel spreadsheet to plot the specific energy curve and determine the critical depth Dc. Hint: You should first set up a column of normal depth D (m) ranging from 0 to SN, and then calculate the area (A), velocity (V), energy (E) and Froude number (Fr). ***SN=21
Thanks !!!!
7. For the water flow in a vertical pipe shown. The velocity at section 1 is 1.55 m/sec, find the velocity at section 2. The manometer reading is 8 cm, and the manometer fluid has a specific gravity of 5. Manometer Fluid Flow
3. A rectangular channel (1.4 m wide) is shown on the right. Water flows down the incline with the prescribed velocity equation. i. Determine the average velocity. Calculate the volumetric flow rate. ii. 1m Flow Streamline- Piezometric tubes are tapped into a pipe section as shown in the figure below. The liquid is incompressible and flowing at a volumetric flowrate of 0.35 m³ s¹1. The piezometric head is 1 m at the upstream location (1) and 0.5 m at the throat (2). The pipe diameter at the upstream location (1) is 0.5 m. Answer the following: 0.5m Water 30° Y (a) Find the velocity in the upstream section. (b) Find the velocity in the throat section. (c) Find the diameter in the throat section. Vertical depth = 1 m Datum u=p3 m/s Hint: the piezometric head is the sum of the elevation and pressure heads. (d) Based on your findings in (a) and (b), qualitatively describe how pressure and velocity are related along the streamline.
Example 4. Flow between two reservoirs. Water at 10°C flow from a large reservoir to a small one through a 5-cm-diameter cast iron piping system shown in figure (6). Determine the elevation 2₁ for the flow rate of 61/s. Z₁ = ? @ Sharp-edged entrance, K₂ = 0.5 Standard elbow, flanged, K₂ = 0.2 = 4 m Gate valve fully open K₁ = 0.3- -Exit, K₂ = 1 (Answer. 27,9 m) 20 D = 5 cm -System boundary 9 m 80 m Figure 6:
e1
Water flows through a pipe AB 1.2 m diameter at 3 m/s and then passes through a pipe BC 1.5 m diameter. At C, the pipe branches. Branch CD is 0.8 m in diameter and carries one- third of the flow in AB. The flow velocity in branch CE is 2.5 m/s. Find the volume rate of flow in AB, the velocity in BC, the velocity in CD and the diameter of CE.
Water flows through a pipe AB withm diameter andm/s then passes through pipe BC with diameter. The flow in branch CE is AB (in cubic meter/second), the velocity (in meter/ second) in BC and CD and the diameter (in meter) of CE if CD is m/s. Find the volume rate in m in diameter and carries 1/3 of the flow in AB. 0.8 m B. 1.2 m 1.5 m VAB- 3 m/sec Q2 E VoE 2.5 m/sec
N.S/m?) Q.4. Three pipes having lengths 1000 m, 800 m, 1200 m and dia. 250 mm, 200mm and 300 mm, Hazen- Williams coefficient (C) 120, 100, 140 respectively are connected in parallel between two points, A and B. When total discharge of 0.3 m³/s flows through the system, calculate the discharge in each pipe and head loss between A and B. Pipe 1 Q=0.3 m³/sec Pipe 2 Pipe 3 IGD The rapid mixing tank will have a