Q2) For the given plan, find the diameter of the sewer pipe #3 at full flow condition (assume full flow velocity at all pipes equals to 1 m/sec, d/D=0.6 and n=0.013, S=0.004). Use common intensity method if i=230 mm/hr. Assume time of flow MH1 to MH2 = 2.5 minutes and from MH2 to MH3 = 0.83 minute. %3D

Q2) For the given plan, find the diameter of the sewer pipe #3 at full flow condition (assume full flow velocity at all pipes equals to 1 m/sec, d/D=0.6 and n=0.013, S=0.004). Use common intensity method if i=230 mm/hr. Assume time of flow MH1 to MH2 = 2.5 minutes and from MH2 to MH3 = 0.83 minute. %3D

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: Sewer is running half full. When Manning's coefficient is increased from 0.011 to 0.022, the slope…

Q: Concern has been expressed at the local waste water treatment plant regarding the overflows caused…

A: Discharge (Q) = 100 m3/secMaximum Head =22 mLength (L) = 2050 mfriction factor (f) = 0.011To…

Q: Q3/ An agricultural farm in which exists a Drainage System (Open Drains + Tile Drains). The system…

A: To find all slope of bed, width and depth

Q: (a) Calculate the minimum flow velocities in sewers A and B. (b) At what minimum height above the…

A: Main sewer - A: Diameter of sewer = 750 mm Slope = 1% Discharge, Q=850 l/s Main sewer - B: Diameter…

Q: Determine the characteristics of a unit composed of 2 desilting channels treating a peak wastewater…

A: step 1-

Q: ular sewer with a 1.5 m inside diameter is designing for a flow rate of 15 m3/s when flowing full…

A: According to given data A circular sewer with a 1.5 m inside diameter is designing for a flow rate…

Q: Question 5 Direction: Choose A - When both statements are true; B - When both statements are false;…

Q: Q4: Determine the size of the intake structure with 1 unit using the following data: Discharge: 3.5…

A: given Intake structure with 1 unit-Discharge Q=3.5 m3/minminimum depth of water H=4 mLow water level…

Q: Design a bar screen using the following data. Peak daily flow is 42 ML/day. Coarse screen bar will…

A: Peak daily flow (Q)=42 ML/dayCoarse screen bar= 1.48 cm width , 5.90 cm clear spacingApproach…

Q: Lateral drain 16 km length serve 28000 donum by 6 collectors D1, D2. D6 as shown in figure 11-50,…

A: branch canal 15 km length compensation factor F=25% C1:3500d 03:35000 C5:50000 O km 3 Km 7 Km 11 Km…

Q: A pipe line consists of successive lengths of 462-mm, 319-mm, and 291-mm pipe. With a continuous…

Q: With laminar flow in a circular pipe, at what distance from the centerline (in terms of the pipe…

A: Laminar flow is a type of fluid flow in which the fluid which is flowing in any specific direction…

Q: Calculate the flow rate and average velocity for a 10-inch deep flow in the 12-inch diameter…

A: Given data in question Diameter 12 inch n value 0.028 Slope 0.0085 To find out Flow rate Velocity

Q: correct answer

A: This question is from hydraulic machines.

Q: Apply Hazen William's equation, if the pipe has to be laid to supply water from a treatment unit…

Q: B- For the Given canal section the sides of canal tilted at an angle 30° with the horizontal…

Q: Direction: Choose A - When both statements are true; B - When both statements are false; C- When the…

A: Two statements are given as below; FIRST STATEMENT - Short intense rainfall can produce rapid…

Q: II. *Every summer you visit the same lake in Maine, and every summer the neighbor goes on and on…

A: Given data: Surface area of the lake = 115 ha Inlet flow = 7.84×105 m3 Out flow = 8.83×105 m3…

Q: Topic: Vortex Flow Question 2 The vorticity x at point (1,1,1) for the following flow field is u =…

A: Flow fields given- u=2x2+3y,v=-2xy+3y+3zyw=32z2+2xz-9y2z

Q: The difference in energy grade line between inlet and outlet is 20 cm when Ethyl Alcohol (specific…

A: Given Data: Specific gravity of Ethyl Alcohol is S=0.79. Density of Ethyl Alcohol is given by:…

Q: In the pipeline shown below, the following data are given: Coefficient of friction, f for all pipes:…

A: We knowhL=8fLQ2gD5π2we knowQ1=Q4=0.01m3s-1Q1=Q2+Q3hf=hf1+hf2+hf4hf2=hf3

Q: 2-Water flows in (6m) wide rectangular channel at a depth of (0.55m) and flow rate of (12 m2/sec).…

Q: illustrate the total head for each standpipe

A: Flow net is given for the figure, to provide the illustration of the total head in each standpipe…

Q: I NEED THIS ASAPPPP What is specific energy in open channel flow? Draw a typical graph of depth vs.…

A: Given data in question Open channel flowDischarge is constant To find out Define specific…

Q: Water is flowing in a 300 mm circular pipe with a discharge of 0.250 m/s. Find the Reynold's number…

A: Given: Diameter of pipe, d =300 mm = 0.3 m Discharge, Q = 0.250 m3/s Also, at 25°C, Density of…

Q: A combined sewer of circular section is to be laid to serve an area of 100 ha with a population of…

Q: A 100m sewer reach is to have a minimum flow capacity of 200 L/s. The street elevation at the upper…

A: The representation of given information.

Q: The four-story apartment building has 8 rooms, averaging 2.5 per room. a. Determine the maximum…

A: The average sewage flow rate is generally about the same as the average water. In a lateral sewer,…

Q: discuss the differences between a full pipe flow and a partially full pipe flow.

Q: Water is flowing uniformly in a finished-concrete channel of trapezoidal cross section with a…

A: To Determine Flow rate of water through the channel, Q Correction in Question. Instead of 8 in…

Q: . Design an outfall circular sewer of the separate system for a town with a population of 1,00,000…

Q: 7- The peak of a 4 hour flood hydrograph is 240 m³/sec. If the rainfall excess is 80 mm and base…

Q: Find the flow velocity if discharge is 50 m3/s having cross sectional area 5 m2.

A: Given data in question Discharge 50 m3/s Area 5 m2 To find out Velocity

Q: Briefly discuss the design of an open channel section, such that the flow at any depth in the…

A: An open channel is the type of passage with one side exposed to atmosphere. Its designing includes…

Q: Design the water distribution network given below by using the Hardy-Cross method. Use the…

A: Q - DischargeV - VelocityA - Area

Q: a) Concern has been expressed at the local waste water treatment plant regarding the overflows…

A: Given;Discharge (Q) = 100 m3/secMaximum Head =22 mLength (L) = 2050 mfriction factor (f) = 0.011

Q: 4. Determine the diameter of a water main to serve a residential area, assuming (a) average water…

A: Solution: Coincident draft = Maximum daily draft + free draft Maximum daily draft: =1.8×average…

Q: Calculate the sewer (n=0.02) diameter in (ft) required to carry a maximum discharge of 20 cfs when…

A: Discharge of sewer , Q = 20 cfs Slope of sewer, S = 0.002 Manning's constant, n= 0.02 y/d = 0.8…

Q: Q1: Design a storm water system for the building shown in Figure below, with rainfall intensity of…

A: Velocity or rainfall intensity) = 150mm/hr = 0.15m/hr

Q: 13.27 A 12-in. (300-mm) sewer is to discharge 0.82 ft³/s (0.0232 m³/s) at a velocity as…

Q: water depth is (0.16m), determine the flow is laminar or turbulent and whether the flow is 1-Water…

Q: For main sewer of diameter 900 mm and slope .08% running full at maximum flow. Determine maximum…

Q: Design a sanitary sewer to serve a population of 5,000 people, if the average water consumption is…

Concept explainers

Collection Systems

The collection systems form a part of sanitary engineering, which is a sub-branch of civil engineering. It is also known as public health engineering and wastewater engineering. It is a methodology followed to remove and properly dispose of human waste, along with creating systems to provide safe and clean usable water. These measures ensure a hygienic and disease-free community. Sanitary engineering, apart from building sewer disposal units, is also involved in plumbing, fire protection, hydraulics, life safety, environmental protection, information technology, microbiology, pathology, and so on.

Question

Q2) For the given plan, find the diameter of the sewer pipe #3 at full flow condition
(assume full flow velocity at all pipes equals to 1 m/sec, d/D=0.6 and n=0.013, S=0.004).
Use common intensity method if i= 230 mm/hr.
Assume time of flow MH1 to MH2 = 2.5 minutes and from MH2 to MH3 = 0.83 minute.
150-
50-
60
C=0.5
C=0.6
50
C=0.7
MH1
MH2
MH3
sewer 1
sewer 2
q=3600m³/hr
50
C=0.65
C=0.45
sewer 3

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 7

Step 8

Step 9

Step by step

Solved in 9 steps with 19 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

16. Compute the resulting velocity of flow if 400 gal/min of fluid flows through a 4-in Schedule 40 pipe. for a 4-in Schedule 80 pipe.
it is generally recommended that pump operation should be maintained within +/- O 10 % of the best-efficiency point (BEP) flow rate. O 25 30 O 50 Pump curves relate head, hp. added by the pump and the flow rate, Q, through the pump. For commercial-size pumps, the curve also typically includes all of the following except O efficiency O NPSHR O power O NPSHA Placing two pumps in parallel will achieve which one of the following? Move the pump performance curve up Move the pump performance curve to the left Move the pump performance curve to the right Move the pump performance curve down Placing two pumps in series will achieve which one of the following? Move the pump performance curve to the right Move the pump performance curve up Move the pump performance curve to the left Move the pump performance curve down Partially closing a valve on a pipe attached to a pump will change which one of the following? pump curve system curve static head not enough information
Max average daily flow = 16 MGD Minimum depths 10’ for primary clarifier and 15’ for secondary clarifier Find: Dimensions of clarifiers (Hint: Consider service loading and detention time) Determine Volume by finding detention time (Assume 90 minutes = 0.0625 Days) 0.0625 Days = V / 16 MGD therefore, Volume = 1,000,000 Gallons = 133,681 ft^3 Primary Clarifier (10’ depth): Cross sectional area = 13,368.1 ft^2 =0.25*pi*d^2 therefore, d = 131 ft. = 135 ft.
Water is flowing full in an 18-inch diameter pipe at a velocity of 8.55 ft/s. Find the discharge, Q, in cfs.
4. Determine the diameter of a water main to serve a residential area, assuming (a) average water demand of 568 LPCD; (b) population-30,000; (c) fire flow requirement- 2,082 L/Min-32 L/s; and (d) recommended water velocity- 1.07 m/s.
: For the following circular channel section (sewer pipe): OF D. Part1 : Compute the maximum flow rate (Qma) the pipe can discharge? - Select the diameter (D) between: 0.51m
2.1) Calculate the flow rate and average velocity for the depth of flow (y) in the pipe with diameter (D), if the pipe slope is (S.). The Manning roughness coefficient for full pipe flow is nul. Table 2.1 A D (mm) 300 y (mm) 100 S. (m/m) 0.003 Nfll 0.013
With complete solution please. I promise to give you a thumbs up!
Note: Subject environmental engineering 2
Problem 7-61
|Q4|// |A]: For a small drainage area, the infiltration rate at the start of rainfall storm was record to be 90 mm/hr and declined exponentially to a constant rate of 8 mm/hr after 2.5 hr. The total infiltration during 2.5 hr was 50 mm. Develop the Horton's equation for the infiltration rate at any time t< 2.5 hr. [B]: Find the required discharge of irrigation water at the headwork of the distiriburatry, if the gross area is 20000 mishara, the irrigation intensity is 65%, and the water duty is 1600 hectare/m/sec.
Answer fast