Subject water resources 5.The following table contains the records of rainfall (in mm) and surface runoff data (in m³/s) of astorm event for a watershed having a drainage area of 8.0 km².Time4:004:154:304:455:005:155:305:456:006:156:306:457:00CumulativeRainfall(mm)0154045486465666666Discharge(cms)0141113354521105310a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph.b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.

Answered: Image /qna-images/answer/c7d2be16-0ebe-4e92-8eca-46dc2ad62c15.jpg

Answered: a. Using the table above, plot the…

a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph. b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.

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 level, when set up 25 m from peg A and 50 m from peg B, reads 2.853 m on a staff held on A and…

A: Level set up from peg A = 25 mLevel setup from peg B = 50 mStaff reading on A = 2.847 Staff…

Q: What are the possible Importance of transportation in transportation engineering in own words.

A: We need to explain the possible importance of transportation in transportation engineering.

Q: 26. A flanged bolt coupling (used to connect to rods) has ten 16 mm diameter steel bolts on 500 mm…

A: D1 = 500 mm D2 = 200 mm G = 80 GPa or 80000 MPa = 60 MP a To find:Power generated by maximum torque

Q: Determine the reactions on the beam. then, determine the shear-moment equations 5 k/ft A -24 ft 2…

Q: Members AB and CD. 60 k 40 k A -12 ft- → 33.33 k 20 k- B C D -12 ft-12 ft-12 ft- 48 ft 20 ft 20 ft E…

Q: The beam shown in Figure has continuous lateral support lateral support at the ends only. The…

Q: (3) 12 12" 12 4" 30" Uncra e ked ft-k M=50 ftop = ? fbot = ? Mer= ?

Q: A soils specimen has a total volume of 95000 mm3 and its mass is 175 g. The dry mass of the specimen…

A: Given data,total volume of 95000 mm3mass is 175 gdry mass of the specimen is 167 gdensity of the…

Q: E = 200 Gpa 25 mm 200 mm 25 mm 100 mm 25 mm A 2m B 50 kN/m A structural steel beam with a section…

A: Given:Beam cross sectional details and loading diagram.Required:Deflection at A Note: As per…

Q: hat is the purpose of wooden support of steel rebar during preservation prior for installation.

A: This support system serves several vital purposes in safeguarding the rebar from environmental…

Q: FTTR 10m 7W (kN/m) 10m 50m 3W (kN/m) rimm 10m pin 10m rim

A: Given data,continuous beam is given FINDSFD, BMD , elastic force and axial force diagram

Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

A: The free body diagrams of members ABD and CD can be drawn as:For member CD, applying moment…

Q: The three water-filled tanks shown in the figure below are connected by pipes as indicated. If minor…

A: given data,Find discharge at Adischarge at Bdischarge at C

Q: Draw the shear and bending moment diagrams

A: Given:Required:Shear and moment diagram

Q: Assume that the contaminated water is to be used for drinking. Using principles of hydraulics,…

A: Given data - Flow rate Q = 0.04 cumecsSlope = 0.5%Find out -Diameter of cast iron pipe ?

Q: A clayey sand (SC) was compacted into a 1/30th cubic foot cylindrical Proctor steel mold with the…

A: Given:Volume of the mold (V) = 1/30 ft3 Weight of dry soil (Wd) = 4.18 lbWeight of wet soil (W) =…

Q: Q3/ Knowing that the beam AD shown in Fig. 3 is made of a solid steel bar, using area-moment method…

Q: For a discharge of 100 cumec to flow at a depth 5.0 m in a rectangular horizontal channel, the width…

A: Discharge = 100 cumecDepth = 5.0 mTO Find :The width as per Lacey's formula ?

Q: hat are the possible proposed solutions for soil contamination on construction sites

A: Contamination of soil on construction sites can be a significant environmental concern, and…

Q: Compute the maximum bearing stress between the grain.

A: The given beam is shown below.

Q: Problem 1 A 2.45-m wide rectangular channel has a bed slope of 0.0004 and Manning's roughness…

A: Given data,bed slope=0.004n=0.015Q=2.83 m3/sFINDdetermine the water surface profile for depth 1.52m,…

Q: 8. Route the inflow hydrograph in the following table through a river reach for which x = 0.2 and K…

A: given data k=2daystable is given with time and inflow dataFindroute of inflow htdrograph

Q: Solve for reactions at supports and vertical deflection at C

Q: A tractor weighing 3000 lb, with a wheel base of 9ft, carries a 1800 lb of its load on the rear…

A: Tractor Weight = 3000 lbWheelbase = 9 ftLoad on Rear Wheels = 1800 lbSpan= 14 ftTo find:the maximum…

Q: A W530×72 is used as a simply supported, uniformly loaded beam with a span length of 15m and…

Q: Question 1 Calculate the quantity of concrete and formwork required to construct the footings of the…

Q: The space between two parallel plates kept 3mm apart is filled with an oil of dynamic viscosity 0.2…

A: Spacing between two parallel plates = 3 mmdynamic viscosity = 0.2 Pa.secVelocity of upper plate =…

Q: 4. What is the difference between lumped (hydrologic) routing and distributed (hydraulic) routing?

A: Routing, in hydrology, is used to prepare hydrological models and simulations of water flow in a…

Q: Part A.) what are reaction forces Cz act and Mc part C.) as shown Part d.) as shown please…

A: Cantilever beam with moment at free end and distributed load acting over segment BC is given. We…

Q: Situation 5 Using double integration method, determine the maximum deflection of the beam. Use L = 5…

A: A simply supported beam is given we need to find out maximum deflection using double integration…

Q: Problems: Design a rectangular beam for a 6 m simple span to support a uniform dead load of 15 kN/m…

A: given data,L=6m

Q: Determine the weighted mean for the following angles: 222° 12'48", wt 3; 222°12'42", wt 1; 222°…

A: The weight of any measured quantity represents the accuracy of the measurement.The weighted mean (W)…

Q: water in a reservoir as shown in Figure P2.8. thick (measured in the direction perpendicula sand…

A: Hydraulic conductivity (k) = 2.6*10-3 cm/sec.theata = 10oz1 = 38 mz2 = 28 m thickness of seam (t) =…

Q: Adjust the following station's pressure readings to sea level. A. Mt. Pleasnt, MI- Elevation=…

A: (A)ElevationStation pressure(B)PressureStation pressure(C)ElevationStation pressureTo find: Adjust…

Q: Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9…

Q: Discuss about the effects of the climate change on a Pavement highway

A: * It may be defined as a function of pavement that transfer the loads to the sub-base and underlying…

Q: Problems 6-38/39/40/41 L K B b81a 8 ft 8 ft- J 8 ft. E 8 ft H 8 ft

Q: Determine the LRFD moment capacity (φbMn) of a composite section that is comprised of a W30x99 with…

A: given data, W30x99 beam span is 30-ftspacing of the beams is 8-ftf’c = 4 ksislab thickness=5…

Q: Determine the reactions on the beam. The support at B can be assumed to be a roller. then, determine…

Q: Draw shear and moment diagrams for the beams: = 4 kip/ft q= 7' 3 kip 9' 31/1/2 B 5' 12 kip

Q: Consider a soil contaminated with gasoline (specific gravity=0.9) with the following…

Q: t is the distance between the center of the telescope to the focal point. stadia constant…

Q: Problem: Imagine a residential property with a garden and a house. The garden has a lawn, flower…

A: Given data:Garden area: 500 square metersLawn area: 300 square metersHouse occupancy: 4…

Q: QUESTION 2 RA 2m 10kN B 2.5kN/m figure Q2. 2m Rp A simply supported beam is loaded a few loads as…

Q: ure 1 shows the plan view of an exhibition hall with dimensions L: x L₂. The structure is to…

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy= 472 MpaTo design1) Loads2) Design…

Q: In the system shown in the figure, the pump moves 220 It/s of water through a system of horizontal…

A: given data,pump moves 220 It/shead of pressure at the pump inlet is -1.2 meters and at the outletof…

Q: Determine the direct runoff hydrograph from a 3-hr storm in which 1 inch of excess rainfall occurred…

Q: For the figure shown below, what is the distance (in mm) to the centoid yc?

Q: 1. Find the reactions at A (roller support) and B (pin support). 600 N 2m 0.2 m 100 N 2m 200 N

A: As per Bartleby guidelines, "Since you have asked multiple question, we will solve the first…

Q: Consider that a built-up section shown in the figure below is used for the beam loaded with 10 kN/m…

A: As per the bartleby guidelines only 3 subparts can be solved, Please repost the question for other…

Question

Subject water resources

5.
The following table contains the records of rainfall (in mm) and surface runoff data (in m³/s) of a
storm event for a watershed having a drainage area of 8.0 km².
Time
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
Cumulative
Rainfall
(mm)
0
15
40
45
48
64
65
66
66
66
Discharge
(cms)
0
1
4
11
13
35
45
21
10
5
3
1
0
a. Using the table above, plot the cumulative mass curve for rainfall and the hydrograph.
b. Compute the volume of infiltration loss (in m³) for the storm, neglecting other losses.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduce the problem statement

VIEW

Step 2: Plot cumulative mass curve

VIEW

Step 3: Plot hydrograph

VIEW

Step 4: Compute volume of direct runoff

VIEW

Step 5: Compute volume of total rainfall

VIEW

Step 6: Compute infiltration loss

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 13 images

SEE SOLUTION Check out a sample Q&A here

Follow-up Questions

Read through expert solutions to related follow-up questions below.

Follow-up Question

could you explain how to make the hydrograph in excel step by step

Solution

by Bartleby Expert

SEE SOLUTION

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

Problem 2 The six-hour unit hydrograph of a watershed having a drainage area equal to 393 km? is as follows: Time (h) 0 6 12 18 24 30 36 42 Unit hydrograph (m'/s cm) 0 1.8 30.9 85.6 41.8 14.6 5.5 1.8 For a storm over the watershed having excess rainfall of 5 cm for the first six hours and 15 cm for the second six hours, compute the streamflow hydrograph, assuming constant baseflow of 100 m/s.
The six-hour unit hydrograph (UH) of a watershed having a drainage area equal to 393 km² is as given in the table below. 30 Time (hr.) UH Ordinates (m/s-em) 6 12 30.9 18 24 41.8 36 5.5 42 1.8 65.6 14.6 1.8 For a storm over the watershed having excess rainfall of 5.0 cm for the first six hours and 15.0 cm for the second six hours, compute for the direct and streamflow hydrograph, assuming a constant baseflow of 100 m/set. What is the depth of direct runoff? Depth of effective rainfall? Runoff depth from the UH in cm?
6-The six-hour unit hydrograph of a watershed having a drainage area equal to 393 km2 is as follows: Time (h) 0 6 12 18 24 30 36 42 Unit Hydrograph (m³/s*cm) 0 1.8 30.9 85.6 41.8 14.6 5.5 1.8 For a storm over the watershed having excess rainfall of 5cm for the first six hours and 15 cm for the second six hours, compute the streamflow hydrograph, assuming a constant base flow of 100 m 3 /s.
The eight-hour unit hydrograph (UH) of a watershed having a drainage area equal to 334.08 km² is as follows: Time (h) UH (cms/cm) 0 0 8 16 24 32 40 48 2.40 17.45 45.30 24.90 12.30 8.75 56 4.90 For a storm over the watershed having excess rainfall of 12 cm for the first eight hours and 30 cm for the second eight hours, and assuming a constant baseflow of 150 cms, determine the following: a) the total direct runoff hydrograph (DRH, m³/s), b) the total volume of direct runoff hydrograph (m²), c) the depth of direct runoff hydrograph (cm),
The ordinates of a six-hour unit hydrograph for a catchment area of 1000 km are given below. Time (hr.) UH Ordinates (m'/s-em) 12 200 18 30 36 15 6 24 42 80 146 80 50 The storm lasted for 18 hours. The effective rainfall increments (rainfall excess) for six-hour periods are 0.6 cm. 2 cm, and 1 cm respectively. Compute the runoff hydrograph. Also find out the peak flow and the volume of runoff.
Question 03 In a given year, a catchment with an area of 9536 km? received 1.3 m of precipitation. The average rate of flow measured in a river draining the catchment was 30 m³s1. a. How much total river runoff occurred in the year (in m³)? b. What is the runoff coefficient? c. How much water is lost due to the combined effects of evaporation, transpiration, and infiltration. (Express in m).
Ron vel. CP= Precip Vol Department of Civil Engineering Engineering Hydrology - CCB 433 Tutorial No.2 October 2022 In a given year, a catchment with an area of 2500 km² received 1.3 m of precipitation. The average rate of flow measured in a river draining the catchment was 30 m³s¹. 24xboxbox 3012х12х30=2 ³)? > (ii) What is the runoff coefficient? (iii) How much water is lost due to the combined effects of evaporation, transpiration, and 11x2500 × 106 = infiltration? (Expressed in m). P-R- [1₂ +ET] =AS
Runoff data have been collected for a 4-hour storm over a 120 acre watershed as indicated in the table. If the total volume of water infiltrated during the storm was 3.0 Ac-ft and the Phi Index is 0.1 in/hr, sketch the rainfall hyetograph with EVERYTHING labeled appropriately. Also, report the depth and volume of precipitation (in inches and Ac-ft, respectively) for each 1-hour period.
The hyetograph in the figure corresponds to a rainfall event of 3 cm. Rainfall Intensity (mm/hour) 0 12 4.5 15 14 4 75 3 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Time(hour) If the rainfall event has produced a direct runoff of 1.6 cm, the o-index of the event (in mm/hour, round off to one decimal place) would be
OTO 'T Hydrology Flood Routing • HW • Q2// . • For a large catchment, the precipitation and runoff are being recorded monthly. The records for 2 years are tabulated in the following table: The variables are assumed to be linearly related. Work out a relationship between the monthly precipitation and runoff for the location and use the relationship to estimate the expected amount of runoff generated when monthly precipitation is 14 cm (1 ||| = t + فلاتر O Moretly precipitatio runoff ntemile temat Jan-10 Feb-10 Mar 10 Apr 19 May 19 Jun-10 19 Jul-10 Aug 10 ADET Sep 10 Oct-10 Nov-10 Dec-10 Jan-11 Feb-11 Mar-11 Apr-11 May 11 Jun-11 Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 ===============mage 64 65 5.1 71 74 21 7.1 10.2 9.9 8.4 58 10.1 7.3 5.5 114 10.8 7.5 8.2 79 4.3 10.4 3.9 2.4 11 1.3 05 18 2 43 1 3 47 44 2.8 14 6.3 44 1.8 4.2 إضافة شرح... 0 0 5.9 × mum
Given below in table Q4 are the ordinates of a 6-hr unit hydrograph for a catchment. Table Q4 Time (hr) 06 12 18 38 42 48 54 60 86 24 30 U.H 5.0 12.5 18.5 16.0 11.0 6.0 3.6 2.5 1.6 0.8 ordinate (m³/sec) (i) Calculate the ordinates of the direct runoff hydrograph due to a rainfall excess of six (-hr consecutive storms); 3.5, 2.5, 1.5 cm. (ii) Estimate the peak discharge for this event. (iii) Determine the total storm rainfall on this catchment if the catchment area is 20000 hectares and O-index is 1.0 cm/hr.
Problem-1 A watershed is divided into sections as shown below. Runoff from each section will contribute to flow at gauge G as indicated in the table. For an excess rainfall intensity of 0.5 in/hr falling uniformly for 5 hrs, determine the resulting direct runoff hydrograph (DRO). D A C D Area [ac] 150 250 350 200 Time to G [hr] 2 4 G