Storm sewer system is to be provided to drain storm water to protect urban areasfrom flooding after episodes of rainfall. Storm sewer layout along with thecontributing areas drained in specific sewer lines is shown in FigureA2 = 26 haC2=0.56A2= 16 haC2=0.75SS1SS2SS3SS4SS5A6= 26 haC6= 0.65Sewer NameMH1MH3MH5MH6MH2MH4Main Sewer5651516661Length ofSewer (m)A1= 11 haC1= 0.60A3= 26 haC3= 0.70A5= 31 haC5= 0.70Head of runMH1MH2MH3MH4MH5Use SWMM software to verify your resultsMH1MH2MH3MH4MH5MH6GE=142 mMH2MH3MH4MH5MH6GE=140.9 mGE=140 mGE=139.1 mGE=138.2 mGE=137.0 mEnd of run

Answered: Image /qna-images/answer/0a4a52fb-ff5f-4507-85c5-75da9684d62d.jpg

Answered: Sewer Name SS1 SS2 SS3 SS4 SS5 Length…

Sewer Name SS1 SS2 SS3 SS4 SS5 Length of Sewer (m) 56 51 51 66 61 Head of run MH1 MH2 MH3 MH4 MH5 End of run MH2 MH3 MH4 MH5 MH6

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: Problem 5: Dimensional Analysis Use the Buckingham Pi Theorem (Song, 2018, pages 219-221) to derive…

A: Gravitational accelerationPipe diameterPipe lengthAverage velocityTo find: Equation for friction…

Q: 2. The average wastewater flow from a community of 20,000 is 125 gpcd. The 5 day, 20 deg C BOD is…

A: Population = 20000To Find:1) Settling tank surface area2) Settling tank diameter3) BOD removal in…

Q: 2 ft a. b. 4 ft 36 k/ft 1.5 ft 2 ft Reaction at the hinge support in kips Reaction at the roller…

A: a. Reaction at hinge support in kips =?b. Reaction at roller support in kips =?

Q: What is a consolidation test Drawback? Define : Effet of load -increment ratio? Effet…

A: Various techniques and tests are involved to determine the physical and geological properties of…

Q: Highway curve has R = 800 m, I = 20° 00', and Pl station 3+290.600 m. Part A Determine degree of…

A: R=800mdegree of curvature=?

Q: draw a structural base in a picture

A: Structural layout shows the structural components of a building like beams & colums. This layout…

Q: 2. The average wastewater flow from a community of 20,000 is 125 gpcd. The 5 day, 20 deg C BOD is…

A: Population = 20000To Find:1) Settling tank surface area2) Settling tank diameter3) BOD removal in…

Q: A two-story home with infiltration rate of 0.5 ach has 100 m2 of floor space per floor and a total…

Q: Question:Selection of bearing capacity type against particular loading Subject:Geo technical &…

A: Selection of bearing capacity type against particular loading:The selection of bearing capacity type…

Q: y using a BAF 20 instrument, 180 trees were takkued at 25 points. The sum of the volune (cu ft) /…

A: 180 trees were tallied.BAF (Basal Area Factor) = 20.The sum of volume (cu ft) / basal-area ratios…

Q: A four-wheel tractor whose operating weight is 63,000 lb is pulled up a road whose slope is +4% at a…

A: Given:Operating weight = 63000 lbSlope = 4%Tension in towing cable = 6680 lbRequired:Rolling…

Q: FH PS 3: AREA BY DMD, DPD, & TRIANGULATION -Solve w/ complete & meat solutions/ illustrations 3…

Q: D-Q-1 Write T for true Statement or F for False Statement.

A: Heat transfer- TR between different systems (or bodies) due to a temperature…

Q: 11-2 Why does a spiral improve the behavior of a column?

A: A spiral is a continuous winding of steel reinforcement in the form of a helix around the…

Q: n

Q: 3: An equipment works on a road with a sandy clay soil with coefficient of traction (0.42). - Find…

A: An equipment works on a road with a sandy clay soil with coefficient of traction = 0.42The total…

Q: P10.1-P10.3 For the loading shown in Figures P10.1-P10.3, use the double-integration method to…

A: To establish the equation of elastic curve for the given beam and determine the deflection at slope…

Q: 4. A site associated with an excavatic Below the sand layer lies a 6m thick located at the ground…

A: Time factor T is calculated as ;where ;Cv = Coefficient of consolidation = 0.015m3 /dayt = time =…

Q: The column section shown below has ties, concrete compressive strength fe' = 5000 psi, and flexural…

Q: Design the middle concrete beam B1 shown below, the service live load of 2 kN/m² and the service…

Q: @ Find Ana using DMD 2 DPD Bearing Distance 52.50 31.82 60.44 45.16 line AB BC CD DE EA ARRAY…

A: In surveying, latitude and departure are coordinate values used to represent the location of a point…

Q: A soil sample weighs 14.46N and has a volume of 0.000991m³. The specific gravity is 2.65. The volume…

Q: ing characteristics and carries condition, determine the tota

A: Number of Lanes = 4Shutted down lanes = 2 Volume of traffic = 4250 veh/hrTime to clear obstruction =…

Q: What is the BENDING MOMENT AT A?

Q: Given the simply supported beam below, and using the method of sections: 6KN 1.5m 1.5m * D 1.5m 10KN…

Q: Design Procedure D y = 100 lb/ft³ ka = 0.3 kp = 3.0 Pp Z₁ Zp 4 2 Za Z Ap Solve for D Pa 1 2 3 4 0…

A: A cantilever retaining sheet pile is given and active and passive earth pressure is acting on it.

Q: 9.3-23 The beam shown in the figure has a support at A and a roller support at B. The support…

A: Draw FBD:Calculate Bending moment equation:

Q: Given the simply supported beam below, and using the method of sections: m 1.5m 1.5m * 1.5m * KN…

Q: Aa B C -3 m- 6 kN D E -3 m- 6 kN F G -3 m- 6 kN -3 m- 0000 4 m

Q: master t&b bedroom balcony bedroom1 bedroom Connection Water line

A: The structural layout shows the structural components of a building like beams & columns. It…

Q: On the given beam, find the following unknowns use the SLOPE DEFLECTION METHOD. Assume that E is…

Q: A construction company is bidding on a project comprising five high-rise buildings to be erected one…

A: The average material cost per square foot for each use can be calculated by considering the purchase…

Q: For the following indeterminate truss (with SI = 1) determine all the member forces using the Force…

Q: can you use Artesian formula

A: Given Radius of influence = 350 mdiameter = 30 cmlength = 25 mPermeability = 45 m/dayDrawdown = 4 m…

Q: Calculate the quantity of earthwork for a cement concrete road 200m length for a portion of road in…

A: Length of road, height of bank from one end, height of bank from other end, Formation width,

Q: 6-11. Draw the influence lines for (a) the vertical reaction at B, and (b) the moment at E. Assume…

Q: The shear stress level in arteries is regulated such that, when a higher (or lower) shear level is…

A: Shear stress is the force per unit area parallel to the direction of fluid flow in a fluid, such as…

Q: 2. A line load of q per unit length is applied at the ground surface as shown in the Figure below…

Q: The question is provided along with some notes take in the lecture, if you could please see if those…

A: The objective of the question is to calculate the total load on a reinforced concrete beam per metre…

Q: Hello, how was 1760 obtained for step 4 please?

A: Because according to I.S. code Bulk density of uncrushed 70 m.m. aggregate is between 1200-1750…

Q: Question: Natural water content of a borrow material is known to be 8%. Assuming 5,500 g of moist…

Q: 2. Assume the section below has cracked and the transformed area method must be applied to compute…

A: Given:Required:Location of neutral axis and draw transformed section

Q: Using the moment distribution method, sketch the bending moment diagram for the frame shown in…

A: Support A and F are pinned joined.D and E are fixed supports.B and C are rigid support.BE = CF = 8…

Q: The Advantages and disadvantages of Structural Steel Frame

A: A structural steel frame is a construction framework primarily made of steel components, such as…

Q: 6. A circular door having a diameter of 3 m close a horizontal duct from a small dam a shown in…

A: Unit weight of water = 9.79 KN/m3 Determinea. The hydrostatic force acting on the door. b. Location…

Q: A cantilever beam is supported by a column at its end as shown in Figure (a) below. Figure (b) below…

A: a) ACI 318 simplified equation.given db=1.41fy=60Ksifc'=5000Psi

Q: Devise a spiral-shaped short column for a combined dead load of 450 kips (inclusive of self-weight)…

Q: Problem 30: A percel of land is to be developed into 4-acre-lot single family housing. Historical…

A: Time of concentration, Tc = 7.5 minARI is 10 year storm

Q: The total weight of soil when saturated 1525g and the weight of the soil after drying is 1053 g. If…

Q: Select all that apply. Which of the below bending moment diagrams would result in a beam that only…

A: Beam must have tension along bottom of neutral axis and compression along top of neutral axis.So…

Concept explainers

Introduction to Engineering Design

Students are often confused with engineering and design. The term engineering design has two words with different meanings, engineering, and design. The term engineering implies applications of laws and principles of science to design and analyze physical structures and components. In civil engineering, students apply the concept of physics and chemistry to design and build structures and buildings. In engineering disciplines, the term design means determining the dimensions, loads, and associated influences on the component due to the applied loads such as stresses and deformations. The estimation of such parameters is crucial to make the component or structure foolproof.

Question

Storm sewer system is to be provided to drain storm water to protect urban areas
from flooding after episodes of rainfall. Storm sewer layout along with the
contributing areas drained in specific sewer lines is shown in Figure
A2 = 26 ha
C2=0.56
A2= 16 ha
C2=0.75
SS1
SS2
SS3
SS4
SS5
A6= 26 ha
C6= 0.65
Sewer Name
MH1
MH3
MH5
MH6
MH2
MH4
Main Sewer
56
51
51
66
61
Length of
Sewer (m)
A1= 11 ha
C1= 0.60
A3= 26 ha
C3= 0.70
A5= 31 ha
C5= 0.70
Head of run
MH1
MH2
MH3
MH4
MH5
Use SWMM software to verify your results
MH1
MH2
MH3
MH4
MH5
MH6
GE=142 m
MH2
MH3
MH4
MH5
MH6
GE=140.9 m
GE=140 m
GE=139.1 m
GE=138.2 m
GE=137.0 m
End of run

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: Calculation of peak discharge, average discharge and velocity of flow

VIEW

Step 2: Design for gravity flow of storm sewer for different location

VIEW

Solution

VIEW

Step by step

Solved in 3 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

Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after episodes of rainfall. Storm sewer layout along with the contributing areas drained in specific sewer lines is shown in Figure A2= 26 ha SS1 SS2 SS3 SS4 SS5 C2=0.56 A2=16 ha C2=0.75 A6= 26 ha C6=0.65 MH1 MH3 MH5 MH6 MH2 MH4 Main Sewer 56 51 51 66 61 Length of Sewer (m) A1=11 ha C1=0.60 A3= 26 ha C3=0.70 A5= 31 ha C5=0.70 MH1 MH1 MH2 MH3 MH4 MHS MH2 MH3 MH4 MH5 MH6 GE=142 m MH2 MH3 MH4 MH5 MH6 GE=140.9 m Design the storm sewer system for "gravity flow" using the data given in Table Q1 assuming that the entry time to the pipe is the same for all sections and is equal to 6 min. All pipes are circular and made of concrete. All areas are in hectares. Sewer Name Head of run End of run GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m
Storm sewer system is to be provided to drain storm water to protect urban areas from flooding after episodes of rainfall. Storm sewer layout along with the contributing areas drained in specific sewer lines is shown in Figure A2= 26 ha C2=0.56 SS1 SS2 SS3 SS4 SS5 A2= 16 ha C2=0.75 A6= 26 ha C6= 0.65 Sewer Name MH1 MH3 MH5 MH6 MH2 MH4 Main Sewer 56 51 51 66 61 Length of Sewer (m) A1= 11 ha C1= 0.60 A3= 26 ha C3= 0.70 A5= 31 ha C5=0.70 Head of run MH1 MH1 MH2 MH3 MH4 MH5 MH2 MH3 MH4 MH5 MH6 1) Design the storm sewer system for "gravity flow" using the data given in Table Q1 assuming that the entry time to the pipe is the same for all sections and is equal to 6 min. All pipes are circular and made of concrete. All areas are in hectares. GE=142 m GE=140.9 m MH2 MH3 MH4 MH5 MH6 GE=140 m GE=139.1 m GE=138.2 m GE=137.0 m End of run 2) Determine the invert elevations of the sewers assuming the minimum cover criteria of 2 m and thickness of the pipe as 5 cm. 3) Use SWMM software to verify your…
The proposed layout for a small sewerage scheme is shown in Figure A and the data relevant to this network is shown in the Table 1. If the water consumption rate is (300 liters/person/day and infiltration is equal to 4%, select suitable pipe sizes for the network. A В Figure A- Sewer Layout Table 1 - Sewer design data Branch Grad 1: Population E(m'/day) A 55 500 400 В 60 400 350 60 300 450
The drainage basin acts as a system. Describe how water would get transferred through this system
sanitary engineering solve by hardy Cross method k=8*f*L/pi*g*D^5 f=0.02 g=9.81 pi=e.14
How to conduct an analysis of a water discharge?
Explain the difference between horizontal drains and longitudinal drains for sub-surface drainage of highways.
Judge the following terms: - Storm water - Sullage - Refuse - Sewer types - Sewer network - Intercepting sewer
What is the discharge (m^3/s) from circular pipe having diameter 0.5 m and velocity of flow of 10 m/s?
HELP WITH COMPLETE SOLUTION PLEASEE!
With respect to their merits and demerits, compare the Dead-end systom with the Grid-ron system of water distribution network layouts.
Question 3 The horizontal layout of foul sewer network is shown in Figure Question 3. The sewer network comprised of four sewers starting from MH1 to MH4. Manhole ground elevations are shown in Figure Q 3 (a). All sections are of equal length. The total length of the sewers is 273 m. a) Calculate the invert elevations for the sewers from MH1 to MH4 using minimum cover for the sewer as 2.0 m and pipe wall thickness as 50 mm. b) Using suitable scale plot the sewer profile and shown necessary data required. MH1 El. 237.5 m Sewer Slope Diameter (mm) Length (m) MH2 El. 239.0 m B Figure Q3 (a)- Foul Sewer Layout Table Q3 (b)- Sewer data A 2% 300 MH3 El. 241.4m 83 B 2% 250 83 C 2% 250 83 MH4 El. 242.4m