Need little explanation as well Among the problems of using the combined drainage systems is:Questiona) The high cost.b) The complicated design.c The low flow rate loads.d) All of the abe) None.

Answered: Among the problems of using the…

Among the problems of using the combined drainage systems is:C a) The high cost. b) The complicated design. e The low flow rate loads. d) All of the abr

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: 10. How would you determine the gap flow (i.e. major drainage system design flow) for an ARI = 100…

A: Gap flow is defined as the difference in runoff which results from a 1% AEP event less the discharge…

Q: Q10) Calculate the efficiency of water application if a watercourse of 0.085 m3/sec was supplied to…

Q: Circle the letter of the true answer of the following questions: 1-A part of the rainfall that…

A: Thank you for the question . As per honour code we are allowed to answer the first question since…

Q: Problem 1: A new building site is very flat and, to avoid excessive excava- tion and possibly the…

A: As per the continuity equation, the discharge is constant throughout the length of the sewer, if…

Q: H.W A cross-drainage pipe structure has a design flow rate of 4.25 m/s, a head h of 4.6 m from…

A: Given data Flowrate = 4.25 m3/s Head=4.6 m Total water depth=0.9 m Let Assuming max velocity Vmax…

Q: A sewer of diameter 1.52 m is to carry 85 m/min of sewage when flowing full. The sewer is laid on a…

A: Given- Diameter of sewer-D=1.52 mDischargeQ=85 m3/minSewer is flowing full.grade of…

Q: Q2/A storm is proposed to drain a 16 hectares drainage area shown in the figure (2)below with given…

A: Solution: Given: Total drain = 16 ha peak discharge for 5 years t = 15 min For site A: A = 6 ha t =…

Q: Among the problems of using the combined drainage systems is:Question I a) The high cost. b) The…

A: Answer : d) All of the above

Q: Discuss the factors that influence infiltration and runoff. What measures can be undertaken to…

A: Factors affecting (A) Infiltration (1) Amount and type of precipitation (2) Organic materials…

Q: For a watershed drainage area that is 80 acres with an elevation drop of 60 feet over a flow length…

A: The values given in the question are as follows watershed drainage area=80 acres Elevation…

Q: Determine equivalent runoff coefficient

A: Given data : Area of road A1=8 ha Area of lawn A2=17 ha Area of residential area A3=50 ha Runoff…

Q: When a drainage system (i.e. u-channels with catchpits) is connected to a main drainage channel, a…

A: There are three scenarios of such connection arrangement (a) A new drainage system is connected to…

Q: Two identical 12-in. storm sewers flow full at a 2% slope into a junction box. A single large pipe…

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

Q: 1. Determine the direct runoff hydrograph by separating the baseflow. 2. Derive the unit hydrograph…

A: 1- Determination of Direct Runoff hydrograbh and UNIT hydrograbh ###

Q: Problems 6-7: Use the SCS (soil conservation service) curve number (CN) handout Given a 7 mi fully…

A: Given Data:Group-2 soil 7mi2 fully perviousRainfall depth = 12 inchCN=61

Q: Given the drainage area in above Figure calculate the discharge at the outfall using the rational…

A: A1= 1.3 acres ; C1= 0.50 ; Inlet time t1 = 7 mins. L1=500ftA2= 2.5 acres ; C2= 0.40 ; Inlet time t2…

Q: 0. Determine the mean runoff flow in cfs from a drainage area of 175 acres using the English…

A: Given, A = 175 acres L = 72 m S = 2%

Q: What is the maximum population that can be served by an 8-in. sanitary sewer laid at minimum grade…

Q: Hope your help hydraulic CEE 340

Q: A steady discharge of 60 m³/s passing through a trapezoidal irrigation channel with a bottom width…

A: Given data, Discharge, Q = 60 m3/s Bottom width = 5m Bed slope = 0.01% n = 0.025 Trapezoidal…

Q: Determine the 10-year period peak runoff for 80 hectare watershed having a runoff coefficient of…

A: The peak flow of runoff is given by: q=0.0028×C×ir×A Where, q = peak flow C = the runoff coefficient…

Q: Describe about the Drainage and its conditions.

A: Drainage is also the absorption of waste water whether from the ground level or the root zone. Extra…

Q: Q (5.6) Find the requisite size of a combined circular sewer serving an area of 100 ha with a…

A: Given data Area in hacteres Population Water required per capita Runoff coefficient Permissible…

Q: A storm with 60 cm of precipitation produced a surface runoff of 33.2 cm. using the storm data shown…

A: Solution:

Q: 2. Design a circular sewer running half-full for population 50,000 and if the manning's coefficient…

A: Solution; Given Data; Population=50,000 n=Manning's roughness coefficient=0.015 s=longitudinal…

Q: Given the drainage area in above Figure calculate the discharge at the outfall using the rational…

Q: circular sewer 1.6m in diameter and flowing half full is laid on a slope of 4m per 5km. Determine…

Q: What are the limitation of interceptor drains as conventionally used for highway and airfield…

A: The drainage system plays an important role for the strength of structure. If the drainage is not…

Q: The size of a tile at the outlet of a 6 hectare drainage system if the drainage coefficient in 1 cm…

Q: :The direct runoff hydrograph is 64hr and maximum discharge is 30 m/sec. If the observed runoff due…

A: Direct runoff hydrograph resulting from a unit depth of excess rainfall occurring uniformly on a…

Q: vil Engineering The ordinates at 1-hr intervals of a 1- ydrograph are 15, 33, 56, 72, 44, 23, ms/mm.…

A: Given ordinates of 1 hr intervals First runoff R1 = 2 mm Second Runoff R2 = 1 mm Third runoff R3 =…

Q: n the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16…

A: The given data is: The irrigation efficiency =80% Conveyance losses=20% Watering depth=16 cm

Q: 11. How would you determine the gap flow knowing that for the major drainage system design flow an…

A: Gap flow is defined as the the difference in runoff which results from a 1% Annual Exceedance…

Q: b.) Estimate the peak runoff flow rate observed in the combined sewer system in cfs generated only…

A: If we draw a line parallel to x-axis from the peak of the graph, the the line will intersect the…

Q: 2, Desigh a circular sewer running half- full for population 50,000 and if the manning's coefficient…

A: Question is based on design of sewer running half-full . Population, manning's constant slope and…

Q: What are the anticipated functions of interceptor drains as conventionally used for highway and…

A: Interceptor drains are defined as a type drainage system whose main function is collecting,…

Q: Determine the spacing of sewer inlets. Inlets run down the center of a street. The extend of the…

Q: Design a concrete sewer required to carry a maximum design discharge of 10 cfs on a slope of 0.003.…

A: Qmax = 10cfs Qmin = 2.5cfs Self cleansing velocity = 0.8m/s (2.6ft/s)

Q: The surface runoff hydrograph after the base flow separation is called: * None of the these Direct…

Q: Design a pond for treating leachate from a sanitary landfill having an area of 5000 square meters if…

A: step 1-

Q: Discuss the components of "Total Runoff."

A: In hydrology, runoff is the amount of water that is released into natural streams. Besides the…

Q: A 1200m circular culvert is used to carry sewage, the design slope is 3m per km and roughness…

A: Will Use the Various Properties of The Circle and Quarter for the Solution. Angle =57.58 Degrees…

Q: s an inlet time of 7 min. The coefficient of runoff for the 2 housing area 1 and 2 is 0.55 and area…

Q: Describe the 'Rational' method of designing surface water drainage systems. Define fully any terms…

A: Q1) a) Introduction : The rational method is a straightforward method for calculating a small…

Q: If the drainage of the watercourse resulting from three types of runoff is (3.85 m3 / hr) and there…

A: Given: Runoff = 3.85 m3/hr Intercurrent runoff = 0.1 m3/hr Base runoff = 0.25 m3/hr

Q: A circular primary clarifier processes 5005 cubic meters of municipal wastewater every day. The…

A: Given data: Average flow rate = 5005 m3/d The overflow rate = 35m3/m2d

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

Need little explanation as well

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 by step

Solved in 2 steps

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

Design a wastewater treatment primary clarifier for an average flow rate of 1.10 MGD,and a peak hourly flow rate that is 3.1 times the average flow rate. Pertinent parametervalues selected for design include a peak hourly overflow rate of 1800 gpd/ft2, maximumhourly weir loading rate of 30,000 gpd/ft, minimum tank depth of 7.0 ft. Determine;a. Minimum clarifier diameter (ft).b. Clarifier diameter (ft) if collector mechanisms are available only in 5.0 ftincrements of diameter.c. An appropriate side water depth (ft), i.e., the tank depth excluding the coneshaped bottom.d. If the peak hourly weir loading rate is acceptable when using a peripheral weir.
10. How would you determine the gap flow (i.e. major drainage system design flow) for an ARI = 100 years, taking into consideration that the minor drainage system which was designed for an ARI= 5 years is fully operational (i.e. unblocked-blockage is never an issue).
if a 250mm sewer is placed on a slope of 0.010, a. what is the flowing capacity when n=0.013 cu.m/sec? b. hydraulic radius when n=0.013?
Determine the characteristics of a unit composed of 2 desilting channels treating a peak wastewater flow of 1500 L7s. A surface load of 40 m/h is assumed. The effective head or depth "P" is set at 1.5 m. Calculate: 1. Area of each channel 2. 2. Effective volume of each desanding channel 3. HRT 4. Cross-sectional area of each desanding channel 5. 5. Width of each channel.
You are responsible for calculating the peak discharge for a culvert design in a smallwatershed in Washington, DC. The watershed area is 4 acres and currently has 30 % of its area ofindustrial (heavy areas) and 70 % of residential (single –family areas). The design manual suggestsyou design your culvert for a 10 return period. The watershed has a concentration time of2 hours. Calculate:a) What is the design peak flow?b) What is the impact of the runoff coefficient (C) range on your design?c) After you implemented your project, the residential area was entirely converted toindustrial areas. Would that affect you design? If yes, by how much?
A circular finished concrete culvert is to carry a discharge of 50 cfs on a slope of 0.0010. It is to flow not more than half full. The culvert pipes are available from the manufacturer with diameters that are multiples of 1 ft. Determine the smallest suitable culvert diameter. [Answer in units of ft]
Given the site development plan for a subdivision considering the storm drainage systembelow, consider the following storm event details:a. I = 2,481.44(t + d)^–0.6477b. d = 15 minsc. t = 10 mins (initial)Determine the following:1. Discharge Q in lps at Pipe 1 (L = 20 m)2. Discharge Q in lps at Pipe 2 (L = 20 m)3. Discharge Q in lps at Pipe 3 (L = 20 m)4. Discharge Q in lps at Pipe 4 (L = 20 m)5. Total time of discharge from the first inlet to the outfallNote: Use the Rational Method to compute Q.
A community receives 0.50 m³/s of flow into its wastewater treatment plant. The total surface area of the primary clarifiers is 2,700 m² and the retention time is 3 h. Find the overflow rate and the depth of the clarifiers.
solve a and b please a. A vitrified clay pipe sewer is to discharge 4 cfs when laid on a grade of 0.0016 and flowing half full. What is the required diameter? b. A 48-in. circular sewer is required to discharge 100 cfs when full. What is the required grade, according to the Manning formula, if n = 0.015?
OTO 'T (1 • HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation versus volume) data obtained from the reservoir survey are given. The spillway has the following characteristics: 1. Flow 3LH 3/2 2. Length = 70 ft 3. Crest height = 60 ft Hydrology • Flood Routing • Reservoir Routing • HW1// = t + ||| Prepared by Drab Al Amery Inflow Time (hr) Flow (cfs) 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 0 600 2100 2500 1600 950 550 300 80 0 فلاتر O 4th year civil engineering class. Storage Date Elevation Storage (ft) prope (acre ft) 60 61 62 63 65 300 330 360 395 430 470 إضافة شرح... × mum
QUESTION 5 (a) What pollutants that can be found in stormwater and what are the sources? (b) Design a circular drainage pipe to carry 3.6 m³/s of stormwater. The slope and length of the pipe are 1.8% 2.0 m respectively. Manning roughness coefficient is 0.013. COUTUREIT
What is the maximum population that can be served by an 8-in. sanitary sewer laid at minimum grade using a design flow of 400 gpcd (gallon per capita per day) and a flowing-full velocity of 2.0 ft/sec? (b) Compute the diameter of a storm drain to serve the same population based on population density = 30 persons per acre, coefficient of runoff = 0.40, 10-year rainfall frequency curve, a duration (time of concentration) = 20 min, and a velocity of flow = 5.0 ft/sec.