The cumulative depth diagram of storm obtained from a recording rain gauge is given below. Obtain the corresponding hyetograph by approximating straight line segments. d (mm) 70 60 swer: 50 40 20 10 0 1 t (hr) 11 3 4

The cumulative depth diagram of storm obtained from a recording rain gauge is given below. Obtain the corresponding hyetograph by approximating straight line segments. d (mm) 70 60 swer: 50 40 20 10 0 1 t (hr) 11 3 4

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: The watershed of a stream has five rain gauge stations inside the basin. When Thiessen polygons were…

A: Given; Rain gauge station A B C D E F G H Thiessen Polygon area (km2 ) 720 1380 1440 1040 900…

Q: Question 1: Determine the hydrograph at the downstream section if a storm produced the hydrograph at…

A: Given that Muskingum method of routing K = 8 hr X = 0.15 First outflow is taken as first inflow Q1 =…

Q: For figure below, the reduced level for A is 250m. Calculate the reduced levels for points B to E.…

A: RL of A =250 m Hight of instrument in first position H.Ifirst= RL of A+back site reading at…

Q: 1. The mass curve of rainfall in a storm of total duration 90 minutes is given below. Time (minutes)…

Q: (50%)2. In a storm of 210 minutes duration, the incremental rainfall at various time interval is…

A: Note: We’ll answer the first question since the exact one wasn’t specified. Please submit a new…

Q: Example 2: The following data were collected for a stream at a gauging station. Compute the…

A: To determine: Discharge of stream.

Q: Q4) From the following data, calculate the average rainfall over the area: Isohyet (mm) Average…

A: determination of the average rainfall if the catchment contain more than 1 rain gauge station then…

Q: A catch basin with an area composed of an equilateral triangle XYZ and a square section on the side…

Q: A weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is…

Q: Q#02: Given below are the ordinates of a 6-hunit hydrograph. Calculate the ordinates of DRH due to a…

A: Solution:

Q: The hydrograph tabulated below was observed for a river draining a 40 square miles catchment,…

A: Given data:

Q: Observation Point 3 1 2 4 38.5 21.2 13.4 Ply V²12g Total Head E head losses Using Bernoulli, plot…

A: Area = 0.784×D2Q = VolTimeV =QATotal Head = Pγ+v22g+zHead loss(2) =Total Head(2) - Total…

Q: 10-A hydrograph resulting from two hour rain fall over an area of 370 km?. Derive one hour unit…

A: 1. Area=370 km2 2. Duration= 2 hour time, hr flow, m3/s 1 10 2 80 3 380 4 500 5 480 6…

Q: discuss river stage measurement in the Philippines

A: Explanation- Despite the facts that level of water is important data on its own, we are also…

Q: n a hydrologic basin, there are eight precipitation measurement stations. Precipitation d and their…

A: Given:- Precipitation Partial Area To find:- average precipitation using a) Arithmetic Mean method…

Q: TIME (minutes) CUMULATIVE (mm) PROBLEM 4 10 6.2 In a storm of 90 minutes 20 8.5 duration, the…

Q: During a rainfall event, the records of time and rainfall data are as follows. a) Calculate the rain…

A: Given:- time in hours rainfall in mm To find:- a) rain intensity b) hyetograph

Q: Plot the downstream hydrograph using Muskingum method with K= 4h and x= 0.5. The time interval is 4…

Q: 8. The annual precipitation (in mm) observed on a network of stations is shown in the figure below.…

A: The solution need to join all the station with grid point

Q: 4.7.2 (This problem is adapted from the Ground Water Manual.") Drawdown versus time data for an…

A: In this question we use Theis euqation Theis equation depicts radial limited groundwater flow in an…

Q: Problem 2. A Venturi flume with a rectangular cross-section is used to measure the flow rate from a…

A: Given: Diameter of pipe, d1 = 1 m Diameter of throat, d2 = 0.6 m Water depth upstream of the throat,…

Q: Q2) The hourly rainfall intensity data during a storm are as follows 01 2 3 45 6 7 89 10 Time (hrs)…

Q: 2. The rainfall on an area of 95km² in Luzon is sample is written in the table below. Find the: a.…

A: The mean precipitation over the catchment area is calculated as,…

Q: The three reservoirs A, B and C are connected by pipelines A, B and C respectively. the elevation of…

Q: Water flows smoothly over a small bump in a channel of constant width, as shown in Figure P10.11. At…

A: From the Below Expressions , One Can get the Values of Froude Number Values fore Various Conditions…

Q: There are five (5) rain gauges dispersed throughout a watershed. During a storm event, four (4) of…

Q: This presentation came from the mass curve and also represented as a bar graph: A Point Rainfall B…

A: Hyetograph is the plot of intensity against time and it is derived from mass curve and even…

Q: 1. Empty cylindrical cans can be used to measure rainfall at any point in a given area. Assuming you…

Q: The following data were collected during a stream-gauging operation. A current meter with equation…

A: Given,

Q: Solve

A: Given: Diameter of pipe, d1 = 1 m Diameter of throat, d2 = 0.6 m Water depth upstream of the throat,…

Q: 2.13 Following are the data of a storm as recorded in a self-recording rain gauge at a station: Time…

A: Self-recording rain gauge Rain gauges for continuous recording are used to produce a daily or weekly…

Q: The equation k(dQI dt) + Q(t) = I (1) has been used to describe the gradual depletion of flow in a…

A: Give data K(dQ/dt)+Q(t)=I(t) I(t)=0 Q(t)=QO for t=0 we have to solve the differential equation for…

Q: The hydrograph tabulated below was observed for a river draining a 40 square miles catchment,…

A: Given,

Q: e table below represents the vertical coordinates of the hydrograph of a rainstorm over a mountain…

Q: The shape of the drainage basin can be approximated by a polygon, whose vertices are located at the…

A: In calculating the arithmetic mean, we add all of the values together and divide by the number of…

Q: Hour 2 3 4 7 8. Rainfall Height (mm) 6 10 15 18 24.5 26.5 28 29 5.

Q: 4. For the catchment area shown, the details of Thiessen polygons surrounding each raingauge and the…

Q: The following data were collected during a stream-gauging operation in a river. Compute the…

Q: 30-min unit hydrograph is given in the table. Determine 60-min unit hydrograph. Must use table…

A: DRH=direct runoff hydrograph

Q: In a border-irrigation-system, the following information is given The border length is 300 m - The…

A: Infiltration rate into the soil = 5×106When water reaches end of border the depth of infiltration at…

Q: hydrographs given below. Determine the best values of K and x for use in the Muskingum method of…

A: △t2(Ii+1 + Ii) Parameters k and x is found out using the Least square procedure Table 1 Time (t)…

Q: A catchment area has 5 non-recording rain gauge stations. The amount of rainfall recorded for one…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: 2. As shown in the follow figure, Point A and Point B are on both sides of the river, but point B…

A: Consider the following modified diagram: Take a point C opposite to that of the point B. Measure…

Q: The table below represents the vertical coordinates of the hydrograph of a rainstorm over a…

A: This question is from Water Resources Engineering.

Q: For the distance (ft) observations given below, find the most probable value and standard deviation.…

Q: b. There are five rainfall gauges on a square plot of land of dimensions 2km x 2km. One of the…

Q: The annual precipitation at stations A, B, C and D are given below. In 1981, station D was…

Q: Provided below is the cross-sectional area, verticals, lengths (m), depths, and velocities of a…

A: here w11= 3.8 w10 =3.2 w9 =3.5 w8=3.5 w7=3.5 w6 =4.8 w5 =3.4 w4 =3.9 w3 =3.8 w2=3.7…

Q: 1. Determine the centroid of the shaded area. Use 4 decimal places for the final answer. B A A A 20…

Q: (Use Gumbel method) A river has following character: Average flowrate Q (m^3/sec) = 8526 %3D…

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

Give me right solution... Don't give me wrong solution

The cumulative depth diagram of storm obtained from a
recording rain gauge is given below. Obtain the coresponding
hyetograph by approximating straight line segments.
d (mm) 4
70
60
nswer:
50
40
20
10
t (hr)
11
3
9.

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 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

SURVEYING A 30 m tape is 1.2 cm wide and 0.080 cm thick. If the tape is correct under a pull of 54 N. Compute the error made by using a pull of 66 N. E = 2.1 GPa.
A right angled triangular notch was to measure a discharge of 0.28 m3/s from a rectangular reservoir. It was found to have an error (dH) to be 61 mm in measuring head of notch. Determine the percentage error in discharge as dQ/Q. Take Cd = 0.6.
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.
SHOW COMPLETE SOLUTION PLS VALUES: Y = 53
SHOW COMPLETE SOLUTION PLS VALUES: Y = 53 B = 5
A dumpy level with an internal focusing telescope was set up on the left bank of the river and the rod readings tabulated below were taken on a stadia rod held successively at the left and right water edges. If the stadia interval factor is 100, determine the width of the river. Draw the diagram
2. Solve each item using Double Integration. W=84
A 90 degrees V notched weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is 0.35m3/s. If the error in measuring the head is 0.0028m, determine the error in the measured flow. Use the Cone equation Q=1.36H2.48
A pipeline transporting natural gas is to be laid out on the side of a hill (from pt. A to pt. B) as shown in the figure. Trigonometric leveling was performed where a transit (with a stadia factor of 100.8 and stadia constant of 0.38) was set at pt. C somewhere between pts. A and B. The following readings were observed. How long is the inclined section of the pipe? Determine the material cost of the inclined pipe to be installed if the material costs P 5,000/meter.
with the given table below, find the following:- Linear Error of Closure- Relative Error of Closure- BSE Bearing Distance Lat Dep cLat cDep AdjLat AdjDep AB S 68 5 35 W 472.68 -176.36 -438.55 45.67633474 45.67926201 -130.68 -392.87 BC N 19 46 0 W 216.3 73.09 -203.40 20.88522093 20.8865594 93.98 -182.51 CD N 45 55 20 E 276.52 192.35 198.65 26.72086842 26.72258088 219.08 225.37 DA S 54 59 15 E 382.24 -219.31 313.06 36.93687525 36.93924243 -182.38 350.00 1347.57 ∈latitude=el=-130.22 ∈departure=ed=-130.23 130.2192993 130.2276447 0.00 0.00
C is roughness coefficient. Hazen Williams Formula: H?=10.67??^1.85/?^1.85?^4.87
Given Y = 10 kn/m^3 Find Fh, Fv, horizontal distance of Fv from A