Find the mean precipitation for the area sketched in figure by Thiessen's method. The area is composed of a square plus an equilateral triangular plot of side 4 kms. Rainfall readings in cms at the various stations are also given in figure. 48cm 130 cm 9-4 32cm 5-4 cm 8-0cm VE

Find the mean precipitation for the area sketched in figure by Thiessen's method. The area is composed of a square plus an equilateral triangular plot of side 4 kms. Rainfall readings in cms at the various stations are also given in figure. 48cm 130 cm 9-4 32cm 5-4 cm 8-0cm VE

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: in-stream chlorination point to treat a contaminated river is best represented by which system:…

A: Continuously Stirred tank reactor continuously stirred tank reactor is the correct answer for stream…

Q: 55 kips. D 55 kips- C 5 ft 55 kips B 5 ft/ F 27.5 kips A A5 ft G 8 ft 8 ft 8 ft E.

Q: Determine the force (P) required to keep the block to move up, given that us = 0.44 and uk = 0.27.…

Q: A centrifugal pump consists out of an impeller, diffuser and casing and is powered by 300 kW (shaft…

Q: Design tws slab system marked by red Color, live loal 3KN /m2, tile = 23 KN/m3, knewn that mortar :…

Q: Write the equations for moment as a function of distance x along the longitudinal axis of the beam…

A: Given: The uniformly distributed load is w=3 kips/ft. The point load at point A is 4 kips. To…

Q: -The cross-sectional area of one limb of a U-tube manometer is made 500 times larger than the other…

Q: H.W : The losses per unit length pipe Ah/l in turbulent flow through small pipe depend upon…

Q: Derive expressions for V and M; draw V-diagram and M-diagram

A: ASKED: To derive the shear and moment expressions and draw the corresponding diagrams.

Q: The project manager has obtained a non-uniform distribution of resources all along the project. She…

A: A. All activities are critical: The critical activity is defined as the task in which have to be…

Q: Determine the force (P) required to cause impending motion, given that us = 0.38 and uk = 0.3. F1 =…

A: Given data, θ = 34° μs = 0.38 μk = 0.3 F1 = 626 To find out the force required to cause impending…

Q: Given the following open traverse, the bearing angle of line AB is N 63°12'55" E, and the interior…

Q: А 8.0m В 6.0m

Q: The porosity of a soil sample is 35%. The specific gravity o sal partides is 2.7. Calculate its woid…

A: The given question is related with geotechnical engineering . In this question we are provided with…

Q: While exploring the wooded areas by York University, a student found a mysterious hatch with a…

A: We have to determine the value of what was the torque applied to the wheel just before the rope…

Q: What is the head loss in pipe due to friction over the length of 30 km, if the diameter of pipe is…

Q: A structural joint is formed as shown in the figure with the wood members connected by 16d common…

A: Solution:- From Table of Lateral Load Capacity of Common Wire Nail, we read a value of 141 lb per a…

Q: -A storm with 14 cm precipitation produceda direct runoff of 8 cm. The time distribution of the…

Q: 2. For the system shown below, compute the maximum torque it can accommodate if a is 2000mm and b is…

Q: An acetal polymer block is fixed to the rigid plates at its top and bottom surfaces. If the top…

Q: Onestion One: Explain based on engineering feature briefly for the followings: m)What are the tests…

A: Brief concept introduction- Subgrade- The natural material beneath a manmade road, pavement, or…

Q: What's the use of water tunnels in Agriculture?

Q: rown Legacy Hotel Window Curtain Rod renewal to suppo

A: Material Modulus of elasticity E Mpsi area (in2) Load P (lb) length L (inch) stress…

Q: A soil has percentage air voids of the order of 30%. It has a porosity of 0.4. The air content of…

Q: If the friction force on the 6 kg object is 10 N. Find the coefficient of friction force?

A: The given question is related with mechanics . In this question we are provided with value of mass…

Q: A soil has percentage air voids of the order of 30%. It has a porosity of 0.4. The air content of…

Q: what would the DHV of the road be if the AADT were 40,000 vpd and assume a D of .65 and How many…

A: DHV = daily hourly volume vehicle/ hr DHV = AADT * K * D AADT = 40000 VEHICLE / DAY D = 0.65…

Q: 1. See figure below and solve for the maximum value of torque the composite shaft can accommodate…

A: Given data Bronze G = 6x10³ ksi Steel G = 12 x 10³ ksi Max Shear stress in bronze = 8 Ksi Max Shear…

Q: A 300 mm x 400 mm column is to be supported by 419 m thick square footing @ its center. Service DL =…

A: Given: column = 0.3 x 0.4 m footing = 2 x 2 x 0.4 m DL = 520 kN, LL = 320 kN centroid = 0.09 m fc =…

Q: L E 20° K 20° AK = KJ = JI = IH = HG = 2.7 m Answers: EH = L

Q: The equivalent uniform rainfall depth of the catchment as shown in figure is mm. atchment ea Isohyet…

A: Given- Isohytes-P1=70 mmP2=90 mmP3=100 mmP4=125 mmP5=140 mmCatchment areas-A1=60 km2A2=275…

Q: Q2: Non rotating beam shown in the (fig.2), (F=100 lb), find the maximum stress and its location.…

Q: Situation #2: Determine the horizontal and vertical components of the acceleration of point A on the…

Q: Total of three compressive strength tests were conducted for three 28-day concrete specimen of each…

A: ASKED: To compute the Modulus of Elasticity of Concrete 2 as per NSCP 2015. Given, For Concrete 2,…

Q: If the friction force on the 6 kg object is 10 N. Find the coefficient of friction force ?

Q: Pu 340 mm - 4@50 –- -4@100 -rest @ 175 2-032 Ф12 2-020 400 mm 175mm - BSECTION 1525 mm ACANTILEVER…

A: Pu is minimum from pu flexure and pu shear

Q: Calculate the velocity of flow through a channel if the mean diameter of the soil particles is 0.5m…

Q: From the given truss, find the force of members BA, BC, and BD. Solve this using two methods: (a)…

Q: Problem II. The fabricated steel members are being assembled into a truss on-site in the…

A: Given Member cd is short by 6.3 mm Assume modulus of elasticity of steel 200 gpa Apply p load in…

Q: Q2: shaft shown has: FB=0; FA=200 Ib; T=1000 Ib.in; The shaft rotating freely on bearings A and 8…

A: We have to determine the value of smallest diameter d that will be suitable for that shaft as per…

Q: HAB P В µCG C HBC Three blocks are positioned on an incline of 0=17° as shown. A force of P is…

A: When ever two surfaces in contact and either they are sliding each other or have a tendency of…

Q: Draw the shear and moment diagram of the following beams: P=74

A: Given:- The magnitude of the varying load = 5P kN/m The value of P = 74 To determine:- Draw the…

Q: raing ryexp com, verage nhual lary of a civil engineer in the Philippines is Php488400. If money is…

A: Given : Average annual salary = Php488400 6% Money worth per year Working period = 40 years

Q: Determine the kinetic energy flux of 0.02m^3/s of oil (sp. gr. = %3D 0.85) discharging through a…

A: The discharge rate, Q=0.02m3sSpecific gravity of fluid, SG=0.85Diameter of nozzle, ∅=50mm

Q: A rigid pavement, 16 in thick on a silty clay subgrade with modulus of subgrade reaction of 200 pci,…

A: q = 100 psi S = 41.13 inch μ (Poisson's ratio) = 0.15 E = 6000 ksi

Q: 25 KN - What are the internal fofces For all the points on the truss ? 10.0° 1.25 - IS this…

A: Disclaimer "Since you have asked multiple question, we will solve the first question for you. If you…

Q: The state of stresses at a given point in a material is shown in the figure below together with…

A: To determine the Mohr circle for the given condition

Q: I- Moment Distribution Method 1. Find the RA, R3 Rc and R, using the Moment Distribution Method.

A: Fixed End Moments: MFAB=-wl8=-10×88=-10 kN.mMFBA=wl8=10×88=10 kN.mMFBC=-wl212=-5×8212=-26.67…

Q: Design rod to support load of 175,000 pounds. What diameter rod is appropriate? Safety Factor, SF=…

Q: 11. What is the major cause of failure of bridges crossing waterways? a) Structural b) Hydraulic c)…

A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…

Concept explainers

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.

Question

Problem:
Find the mean precipitation for the area sketched in figure by Thiessen's
method. The area is composed of a square plus an equilateral triangular
plot of side 4 kms. Rainfall readings in cms at the various stations are also
given in figure.
48cm
130cm
9-4
32cm
B
5-4 cm
8-0cm

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 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Probability, risk and uncertainty analysis for hydrological design

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

The total annual precipitation for a region is approximately normally distributed with a mean of 848 mm and a standard deviation of 124 mm. What is the probability of an annual precipitation greater than 500 mm but less than 700 mm? Answr = 0.1145
Below is a square basin with a single length of 3180 meters. Watershed8 hours for 5 stations at their corners (a, B, C, D) and at their full midpoint (E)Hyetographs of rainfall Figure 4. is also given. Average rainfall of the basin based on information givencalculate its height using the Thiessen method.(T=159)
from the following data the mean preciptation as determind by the thiessen polygon methods is 50.6mm? station a b c d rain amount (mm) 40 ? 35 60 area covered (ha) 12 25 18 45 the missing raianfall amount in station b is ? a. 40mm b.none of these c.50mm d.30mm
solve problem 29 and 30
In a catchment there are five rain gauge stations with a coefficient of variation of 33%. The percentage of accuracy of the existing network in the estimation of average depth of rainfall over the basin is
Problem 2. The table below shows stadia readings taken by a transit set at point A between two points X and Y with stadia interval factor of 100.80 and stadia constant of 0.381. a) Find the horizontal length of line XY. b) Determine the elevation of Point A if the elevation Y is 100 m and HI=1 m c) Determine the difference in elevation between points X and Y.
In the two-peg test of a dummy level, the following observations are taken. On point A On point B INSTRUMENT SET UP at M 2.682 1.239 INSTRUMENT SET UP at P 1.876 0.565 Point M is equidistance from both A and B with 92 meters, while P is 2.50m away from A along the extension of line AB. Requirements: Determine the true difference in elevation between point A and B. With the level still set up at P, determine the rod reading on A and B to which the line of sight should be adjusted. If the instrument needs to be adjusted, determine the following false difference in elevation inclination of the line of sight and the error in the reading of far rod A and B instrument set up at P.
A catchment is idealized as a 30km × 30km square. It has four rain gauges as . During a month, the precipitation at these gauges is measured as A=(309) mm, B=(292) mm, C=(279) mm and D=(297) mm. Compute the average precipitation (in mm, up to one decimal place) over the catchment during this month by using the Thiessen polygon method. [11]A BD C
In leveling across a river, reciprocal level readings were taken between two points A and B. From a set up near A; on A, [0.994+(0.18/10)]and 0.992 m; on B, (2.077+0.18), 2.078, 2.079 and 2.078m. At the set up near B; on B, [2.552+(0.18/10)]and 2.550m; on A, [1.462+(0.18/10)], 1.463, 1.464 AND 1.463 m. From the given data, what is the elevation of B in compare with point A
During the dumpy level test, the observations are as follows:Staff reading stationAInstrument placedB2.2353.545AB1.6052.564Distance between A and B is 250 m and R.L of A is 435.062 m, Find the R.L of B.
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.
Consider the area shown in graph. Suppose that a=4 m, b=6 m, and k=3/8 m^-1. Locate the centroid y of the shaded area.