Determine: A. Cross-sectional area of the stream (sq.m)B. Volume of water if its horizontal distance is 5.0m to an opposite stream section with the same cross-sectional area?C. Discharge of the stream (cu.m/sec)D. Average velocity of flow of the stream (m/sec) 12. The right and left water edges of a stream are 3.0 and 47.5 m respectivelyfrom an initial reference point. Verticals are located at distances 7.5, 12, 16.5, 21.5,26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are0.2, 0.5, 0.7, O.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that thedischarge in the end sections of the stream to be zero, determine the following:

To find Cross sectional area Volume of water Discharge of the stream Average velocity of the…

Determine: A. Cross-sectional area of the stream (sq.m) B. Volume of water if its horizontal distance is 5.0m to an opposite stream section with the same cross-sectional area? C. Discharge of the stream (cu.m/sec)

Determine: A. Cross-sectional area of the stream (sq.m) B. Volume of water if its horizontal distance is 5.0m to an opposite stream section with the same cross-sectional area? C. Discharge of the stream (cu.m/sec)

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: Apipe through which water flowing is having Dia meter 30cm and 15 cm at Cross section 1, 2…

A: d1=30cm d2=15cm V1=4.5m/s

Q: Water is following in a clean and straight natural channel of rectangular cross-section with a…

A: B=300m y=3m S=0.001 For natural channels, clean and straight, n = 0.025-0.035 So take n = 0.030

Q: Compute the discharge of water through 75 mm pipe if the mean velocity is 2.5 m/sec.

Q: Compute the discharge through a 1000 mm diameter pipe flowing at an velocity of 1.5 m/s.

A: Given: Diameter of pipe, d = 1000 mm Velocity, v = 1.5 m/s

Q: Subject : Fluid mechanics Water flows in a rectangular channel at a depth of 2.0 m and velocity of…

A: Given: A rectangular channel at a depth of 2.0 m and velocity of 1.0 m/s. The discharge of water is…

Q: Determine the values of critical height and critical velocity for water flowing through a…

A: Given: Width of channel, b = 6 m Flow rate, Q = 21 m3/sec

Q: Compute the discharge of water through a 3.2 in diameter pipe if the mean velocity is 9.5 ft/s.

Q: depth of water = 10 cm velocity of water = 6 meters/sec *The water flows in a rectangular-shaped…

A: Given rectangular channel Depth of water y1 = 0.1 m Velocity of water V1 = 6 m/sec Whether it is…

Q: What is the velocity (v) of a stream with a discharge (Q) of 1.20 × 103 m3/s and a cross-sectional…

Q: Calculate the values ofcritical height and critical velocity for water flowing through a rectangular…

A: Given: Width of channel, b = 6 m Flow rate, Q = 21 m3/sec

Q: Velocity of flow in closed conduits are inversely proportional to the pipe diameter. Flow in…

A: Statement-1 Its not true For the Reynolds number <2000 flow is laminar for pipe For the Reynolds…

Q: Compute the discharge of water through 75 mm pipe if the mean velocity is 2.5 m/sec.

A: V=2.5m/s Dia =75mm Area= π d2/4 Area =3.14*0.0752/4 =0.0044156 m2

Q: What is the velocity (v) of a stream with a discharge (Q) of 1.20 × 103 m3/s and a…

A: Given Discharge (Q) = 1.20*10³ m³/sec Area (A) = 3.73*10^³ m²

Q: Q1: Compute the stream flow discharge for the measurements data below? Distance from bank (m) 10 20…

Q: Flow The table below represents the vertical coordinates of the hydrograph of a rainstorm over a…

A: The basic assumptions made in defining moment the Unit hydrograph were that: a) the excess rain…

Q: A rectangular channel (n-0.011) 18m wide is to carry water at a flow rate of 35 m3/s. The slope of…

Q: Q1: Compute the stream flow discharge for the measurements data below? Distance from bank (m) 10 20…

Q: confluence

A: Given QA=144ft3sCA=238mgLQB=212ft3sCB=286mgLso,QD=?CD=?

Q: ec per meter width of channel has a depth after the jump of 90 cm. a. What is the velocity of water…

A: Using equation 2q2g=y1y2y1+y2

Q: water is flowing through a pipe of 100mm diameter.with an average velocity of 10m/sec.Determine rate…

Q: Based on figure below and using section factor equation at the photos, prove that: when the…

Q: HYDROLOGY - Drainage 1. A combined sewer 1.2 m in diameter has a slope of 0.0004 and n = 0.013.…

Q: Determine the discharge through a trapezoidal channel of width of 8 m and side slopes of 1…

Q: Water is flowing in a rectangular channel that has a width b=3 m. If the depth of flow y = 2 m and…

Q: From reservoir A water is supplied by a pipe that is 12 inches in diameter and 1000 ft long. At…

Q: Water is flowing through a pipe of 100mm diameter with an average velocity of 10m/s. Determine the…

A: Discharge Q = A*V A= area V = velocity Q=10*3.14*.12/4=78.5 l/s

Q: A river has a cross sectional area of 1,800 ft2. Calculate the discharge based on a measured water…

A: Solution- Discharge ,Q= A× V Q = Discharge V= Velocity of water V= 3 ft/ s ( we will…

Q: Engineering Hydrology: 1. Explain the streamflow measurement by area-velocity method.

Q: how complete formulas and solutions and round off to 3 decimal places. Enclose all answers a) draw…

Q: Give the discharge/flow rate in (m3/s) of the system with a constant velocity of 2.5 m/s given the…

Q: Water is flowing steadily in a 0.5m wide rectangular open channel at a rate of 0.3 m3/s. If the flow…

Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

Q: Determine the discharge through a trapezoidal channel of width of 8 m and side slopes of 1…

Q: In a 20 cm wide rectangular flume, how much time it take to discharge 1 liter of water? The water is…

A: Given values: b= 20 cm Volume, V = 1 liter = 10-3 m3 Velocity, v = 1 cm/sec h = 16 cm

Q: Q3: If we need to supply depth of readily available water equal to 10 cm in 5 hectares of culturable…

A: Water require/ day =10cm depth Area = 5 hectare cross sectional area of the gate at the farm head =…

Q: Water at 50°F flows uniformly in a concrete channel having a trapezoidal cross- section, with a…

A: To Find :- velocity V Discharge Q Channel flow condition. Given :- Side slope 1:3 as it is not…

Q: Q1: Compute the stream flow discharge for the measurements data below? Distance from bank (m) 10 20…

Q: Q1: Compute the stream flow discharge for the measurements data below? Distance from bank (m) 10 40…

Q: A triangular channel with most efficient section discharges water at the rate of 1.90m3/s. Assuming…

A: To determine the normal depth of flow for given flow rate in a triangular channel. The flow rate…

Q: OBJECTIVE QUESTIONS 8.1 The hydrologic flood-routing methods use (a) Equation of continuity only (c)…

Q: 1 -Find the discharge through a totally drowned orifice 2.0 m wide and 1 m deep, if the difference…

A: Given data:- The width of the Orifice, b=2.0 m The depth of the Orifice, d=1 m The difference in…

Q: A triangular channel with most efficient section discharges water at the rate of 1.90m3/s. Assuming…

Q: Water flows in a two-dimensional channel of width W and depth D as shown in the diagram. The…

Q: Compute the diameter (cm) of the outfall required to drain storm water from the watershed described…

A: Given:- rainfall intensity = 4 cm/hr, Average velocity of flow =1 m/s Area 1: C=0.5, area=0.005…

Q: Water is flowing in a rectangular channel that has a width b-3 m. If the depth of flow y = 2 m and…

Q: Plot to scale; elevation head, pressure head and total head. Also, determine graphically the flow…

A: Introduction : Seepage is the flow of water under gravitational forces in a permeable medium. Flow…

Q: Give the discharge/flow rate in (m/s) of the system with a constant velocity of 2.5 m/s given the…

Q: A triangular channel with most efficient section discharges water at the rate of 1.45 m3/s. Assuming…

Q: 46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are…

A: Q1 = 600L/s = 0.6 m3/s

Q: 1.5 m-wide sluice gate with an opening of 10 cm is discharging water at a rate of 3 m/s. Calculate…

A: Given:- B=1.5m a=10cm=0.1m y1=3m y2=2m Cd=0.585 discharge = 3m/s To find:- flow discharge

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

Determine:

A. Cross-sectional area of the stream (sq.m)

B. Volume of water if its horizontal distance is 5.0m to an opposite stream section with the same cross-sectional area?

C. Discharge of the stream (cu.m/sec)

D. Average velocity of flow of the stream (m/sec)

12. The right and left water edges of a stream are 3.0 and 47.5 m respectively
from an initial reference point. Verticals are located at distances 7.5, 12, 16.5, 21.5,
26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are
0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are
0.2, 0.5, 0.7, O.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the
discharge in the end sections of the stream to be zero, determine the following:

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps with 4 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

Velocity Area Method. At certain section of a river, the left and right water edges are 3.0m and 23.0m respectively from an initial reference point. Verticals are located at distances 7.0m, 12.0m, 16.5m, 19.5m, and 23.0m, from the initial point. Depths of verticals are 1.8, 3.5, 4.6, 3.4, and 5.8m. Mean velocities in the verticals are 0.15, 0.30, 0.45, 0.50, and 0.48m. Sketch the cross section of the river using the data given and solve for the average velocity of the flow of the river.
The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge in the end sections of the stream to be zero, determine the following: a. Cross-sectional area of the stream (sq.m.)b. Volume of water if its horizontal distance is 5.0 m to an opposite stream section with the same cross-sectional area?c. Discharge of the stream (cu.m./sec) d. Average velocity of flow of the stream (m/sec) please show the detailed solution. thank you
The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge in the end sections of the stream to be zero, determine the Discharge of the stream (cu.m./sec)
The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge in the end sections of the stream to be zero, determine the Average velocity of flow of the stream (m/sec)
Flow enters a long, rectangular channel at its upstream end from under a sluice gate. The channel has b = 3 ft, n = 0.013, and S0 = 0.02. The flow depth at the entrance (opening) is 0.6 ft and the discharge is 30 cfs. 1) Find the normal and critical depths and identify them on the Picture2) Classify the slope and identify the transition profile (M1, M2, S1 etc). Sketch the water surface profile by hand (qualitatively) on the Picture.
Find the velocity and discharge through a trapezoidal channel of 1.5 m wide and side slopesof 1.5 horizontal to 1 vertical. The depth of water is 1.2 m. Manning’s constant n = 0.025.The slope of bed of the channel is 1 in 2500
A rectangular channel 3.7m wide conveys7.4m3/s of water at a depth of 300mm.If a hydraulic jump occurs at a point ;find the increase in water level after jump
A trapezoidal channel with a bottom width of 5 and slide slopes having a ratio of 3H:1V, conveys water at 19 m3/s. If n = 0.012, what is the critical depth? Answer is 0.936
A trough has trapezoidal ends. The top of the through is a horizontal rectangle 50 cm by 80 cm having 50 as the base of the trapezoid. The bottom width and depth of the trough is 30 cm and 40 cm, respectively. If it contains water at a depth of 30 cm determine the wet portion of the trough (cm^2).
The tide gate opens automatically when the tide water at B subsides, allowing the marsh at A to drain. Determine the horizontal reaction at the smooth stop C as a function of the depth h of the water level. Starting at h=6 m, plot values of h for each increment of 0.5 m until the gate begins to open. The gate has a width of 2 m.
Water flows through a gravel (very rough), earth excavated, triangular channel at arate of 150L/s. See flow area schematic below. The angle of the sides with the horizontal is 20°.Determine the normal depth in the channel, y n, using Manning’s formula if the channel resides on a 0.001ground slope.
Given Y = 10 kn/m^3 Find Fh, Fv, horizontal distance of Fv from A