The isohyets for a 2-day storm on a basin of 1638.3 km² are sho the isohyets as plani-metered are given below. a)- Compute the average precipitation over the basins. b)- Draw the depth-area-duration curve for the basin. Zone Area (km) I 73.4 II 298.0 379.0 240.0 III IV V 65.2 VI 42 7

The isohyets for a 2-day storm on a basin of 1638.3 km² are sho the isohyets as plani-metered are given below. a)- Compute the average precipitation over the basins. b)- Draw the depth-area-duration curve for the basin. Zone Area (km) I 73.4 II 298.0 379.0 240.0 III IV V 65.2 VI 42 7

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: Regarding the recovery techniques used to control air pollution, what is stated in: a) They are…

A: Introduction- Air pollution- It is due to the harmful components that are mixed with the air. These…

Q: A metallic cube 30 cm side and weighing 450 N is lowered into a tank containing a two fluid laye of…

A: This question is related to the Fluid Mechanics.

Q: Given the Truss as shown below. Using Method of Joints, determine the forces at the members AB, BC,…

Q: The two lines shown are the EGL and HGL of a pipeline. Which statement is true? (A B C The area of…

Q: 3. In your own words, differentiate Civil Obligation and Natural Obligation ang give examples.…

A: Civil obligation is a juridical tie, legal tie or vinculum which gives the contracted party the…

Q: 26 The two lines shown are the EGL and HGL of a pipeline. The area of flow in AB is A B D larger…

Q: Gusset Plate- Fy = 248 MPa Fu = 400 MPa 200 mm a) Determine the allowable tensile capacity of the…

A: Fu (ultimate tensile strength) = Ag x fy Fa(allowable tensile strength) = ϕ Fu = 0.75Fu Ag = 2 x L x…

Q: cables having total area Ap = 0.575 in^2. Eccentricity of the steel varies parabolically from 0 at…

A: Given that (a) AP = 0.575 in2span = 30 ft counter =475 psi effective stress instead…

Q: Use the bisection A beam is loaded as shown in Fig menod to solve for the positon Inside the bram…

Q: Draw Bending moment diagram using MS EXCEL. Show values of Bending moment at an interval of 0.1 m…

A: Given: A cantilever Beam of length L= 10 m having point load F=10 kN at free end To find:…

Q: In a rectangular channel, two reaches M and N are in series, with reach M being upstream of reach N.…

Q: Draw shear force and bending moment diagram by using equation method. 20 kN 20 kN/m 4 m 2 m

Q: 3. The rectangular gate shown in section is 3 m long (perpendicular to the paper) and is hinged…

Q: is zero, respectively. position and velocity of the particle at that time.

A: Solution: a) Given: x = t2 -(t-3)3 When acceleration is zero…

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: Calculate discharge for a rectangular Sarda fall having Crest length 10 m Top width 3m and Depth of…

Q: Show the shear and moment values. Draw the shear and moment diagram. Use AREA МЕТНOD A beam of a…

Q: section Section (1. (2) 35 mm. I 20mm docmI water goes througt tube on to Pa Pmercury z 13600kglom…

A: Diameter of pipe at section 1, D1=35mm=0.035mDiameter of pipe at section 2, D2=20mm=0.02mManometric…

Q: Determine the different types of Transportation Softwares/Programs that traffic/transportation…

Q: Design an isolated footing to support an interior column 35 cm x 35 cm in cross section and carries…

Q: 1. Calculate the forces acting on each of the members. Neglect the weight of the members. -3 m -2 m…

Q: An initially empty tank on Earth is being filled with water so that the height of the water in the…

Q: Problem 3 Design of Tension Members A double channel shape is used as 75 a tension member. The…

A: Th given data is: A=3555mm2 tw=12.18mm U=0.90 Bolt diameter do=22mm fy for channel=345Mpa fu for…

Q: 417. For a flowrate of 2 m'is of air (y = 12.0 N/m) what is the largest A that will cause water to…

A: step 1-

Q: A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel…

Q: 1. Find the deflection in the X direction of point C and the Bdirection of point C using the method…

Q: Determine the force acting on hydraulic cylinders ED and AC if the excavator applies a 20 kN force…

A: Given -

Q: Problem 2. For the truss loaded as shown, determine the forces in members CD, C. and IJ. Also…

A: Given Data -

Q: Do engineers need to study the Geology of a site?

A: Yes,Engineers need to study the Geology of a site as Geology helps to understand the structure of…

Q: Given the deflection angle of a 5-side closed traversed. Find the Bearings of each course and Sketch…

A: Solution: ∑(Deflection)R = 84°26'+131°20'+117°28'+128°12' = 461°26'∑(Deflection)L = 38°16'+59°46' =…

Q: The steel cylinder has a specific weight of 490 lb/ft° and acts as a plug for the 1 ft long slot in…

A: Given Data -

Q: Calculate the "Annual Energy Production" of a hydropower system if the maximum power output of the…

A: Given: The maximum power output is 65.4 kW.

Q: How many Zero-Force members? YP1 YP2 O A) 3 B) 4 C) 1

A: This is a question of Structural Analysis based on rules to find zero force members in a truss.

Q: 4 kips w = 3 kips/ft A В C D 4't 6'- 5'-

Q: /115 Calculate the x- and y-components of all forces act- ing on each member of the loaded frame. D…

Q: 10 kip 4 kip ft 3 ft 6 ft

A: Given σallow = 28 ksi τallow = 24 ksi

Q: A-3.2% grade meets a 8.3% grade at a vertex (El. 143.7m) directly under an overpass bridge having…

A: Tangent elevation at invert = PVC elevation - (g1 * Location from PC) PVC elevation = Tangent…

Q: 25. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes…

Q: • Consider a flow of two miscible streams of fluid ( deionized water and a solution of 10 nm…

A: Solution-The deionized water and solution =10mm particlesD=1×10-14m2/s in waterIn the main channel…

Q: Given Water at 10°C flows at the rate of 970 L/min from the reservoir and through the pipe shown in…

Q: 3. What is the maximum positive moment in the beam (in terms of P)? 4. What is the maximum negative…

Q: A cover-plate beam is made up of a W21x147 section with 300 mm x 12 mm plates attached to the top…

A: We have to determine the distance from the centroid of the cover plate to the neutral axis of the…

Q: FIGURE 1 are applied at of steel, bronze rigidly attached together. If P = 3000 lb and the…

Q: 2.A timber block 250 mm square is reinforced on each side by a steel plate 250 mm wide and t mm…

Q: Draw the shear and moment diagram of the following beams: (You may use any method) A. 5P (N/m) B. P…

Q: A 1 ft3 liquid has a mass of 70 lbs. Determine the density of the liquid. Calculate the…

Q: SITUATION III. For Items 13-14. Refer to figure 7. 60 kips The cast iron block with cross-sectional…

Q: Draw shear force and bending moment diagram by using equation method. 20 kN 20 kN/m 4 m 2 m

A: P = 20KN w = 20KN/m L = 6m

Q: a duct as shown. The inlet water velocity is Vertical 10 m/s. The cross-sectional area of the duct…

A: step 1-

Q: A 12-mm thick steel tire has a width of 110 mm and an internal diameter of 800 mm. It is heated and…

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

The isohyets for a 2-day storm on a basin of 1638.3 km are shown in below Fig. and the area between
the isohyets as plani-metered are given below.
a)- Compute the average precipitation over the basins.
b)- Draw the depth-area-duration curve for the basin.
Zone
Area (km)
73.4
I
II
298.0
379.0
240.0
III
IV
V
65.2
42.7
VI
Total
1638.3
8.5 cm
13.5 cm
II
cm
121 cm
10 cm
14.1
cm
17.1
42 cm
cm
15 am
Basin boundary -
III
13.2 cm
IV
cm
cm
5 cm
10 m
10 cm
20 am
15 cm
%3D
10cm

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:Introduction

VIEW

Step 2:Calculation

VIEW

Step by step

Solved in 2 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

a=4 mb=7 kN/m
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.
Determine the most probable value of the elevation BM2. Route A: Distance from BM1 = 6.32 km andElevation of BM2 = 140.742, Route B: Distance from BM1 = 8.46 km and Elevation of BM2 = 140.825,and Route C: Distance from BM1 = 10.53 km and Elevation of BM2 = 140.863.
SURVEYING Given the following differential level notes: STA BS FS BM1 1.73 - TP1 2.5 3.8 TP2 2.75 1.7 BM2 3.15 3.32 TP3 2.45 3.22 TP4 3.9 2.5 TP5 2.78 3.02 BM3 - 1.77 Base on the differential leveling of note in the previous problem, if the elevation of TP3 = 267.28 m, determine the elevation of BM1
A rectangular channel (n=0.02) carries flow of 25 m^3/s with the depth of flow equal to the width of channel. If bed slope = 0.0004, find the Fraude number of flow.
The following data are obtained for a particular reach of the Provo River in Utah: A = 17m2, free surface width = 1676 cm, average depth = 101cm, Rh=98.15cm, V =200 cm/s, length of reach = 3536cm and the elevation drop of reach = 32cm. Determine: b. The Froude number of flow
Water is flowing at a rate of 4.5m3/s in a trapezoidal channel whose bottom width is 2.4m and side slopes are 1 vertical to 2 horizontal. Compute for the channel depth if n = 0.012 and So = 0.0001
or the channel cross section of Fig. X10.3.6, a = 1 m, b = 3 m, d = 2 m, w = 8 m, and n = 0.015. What bed slope is required so that the flow will be 16 m3/s when the depth of flow is 1.50 m?
Determine the other alternated depth in meters of the rectangular channel section (width = 3 meters) with a different flow rate. Section 1 depth = 5m Section 1 flow rate = 15m3/s Section 2 flow rate = 15 m3/s Pls answer
Three independent lines oflevels are run from BM1 to BM2. Route A is 6km long, route B is 4 km long and route C is 8km long. By route A, BM2 is 82.27 m aboveBM1, by route B, BM2 is 82.40 m above BM1and by route C, BM2 is 82.10 m above BM1.1. Compute the probable elevation of BM2if the elevation of BM1 is 30.5 m. a. 113.13 m c. 113.45 m b. 112.79 m d. 113.06 m
Help ASAP! w: 2.8 kN/m , a: 3.4 m, b: 3.5 m, theta: 30 degrees
a rectangular reservoir with dimensions 3.87m and 2.94 discharges water through a suppressed weir spanning one of its short sides. The initial depth of flow above the weir plate was 0.63m If the dam engineer orders a release of 3662L of water how long (s) will that target be achived? Assume cw=1.78