Answered: A rain gauge recorded the accumulated…

A rain gauge recorded the accumulated rainfall during the storm draw the mass rainfall curve and hyetograph Time (AM) 8:0 8:05 8:10 8:15 8:20 8:25 8:30 Accumulated 3 6. 12 18 20 Rainfall (mm)

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: celeration tangent to the path is given as a function of time by at = 2 + 0.2t. What distar moved…

A: Velocity is given by vt=∫t1t2atdt

Q: The horizontal angles about point P were measured and recorded as follows: <1 = 17 deg 30ʻ10", <2 =…

Q: Find the discharge of rectangular orifice 3.0 m wide and 2 m deep fitted to a water tank. The water…

Q: Talked with the professor and need look up the data for Anchorage, Alaska using NOA. Also, I found…

A: Designing geography manages the investigation of the construction of the earth according to the…

Q: 13. CURVATURE AND REFRACTION.A lifeguard is standing on a watchtower at the edge. of the water such…

A: A lifeguard is standing on a watchtower his eye level is 3.50m above sea level It has been asked…

Q: An ESP must treat 800,000 acfm with 99.1% efficiency. Assuming an effective drift velocity of 14…

A: Given: The discharge is 800,000 ft3/min. The efficiency is 99.1%. The effective drift velocity is 14…

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

Q: Calculate the rain rate (m/s): dP/dt = 52 (p)(W)(dq.)(E) %3D p =is saturated air density in the…

A: Given Data: Saturated density of air in cloud layer is ρ=0.8 kg/m3. Speed of wind is W=0.008175 m/s.…

Q: Given: Area = 8000 mi? %3D Precipitation = 20 in/yr %3D Streamflow = 5000 ft3/s %3D Estimate the…

Q: A fishing vessel with a green light on its deck, 7.5 m above the water, disappears from the sight of…

Q: Q2(b) Rainfall Data Cumulative Cumulative Rainfall (mm) 95 100 101 Time (mm) Rainfall (mm) Time (mm)…

Q: 1) Compute the centroid x bar and y bar of the shaded area. 12" to

Q: A raised water tank has a leak at the bottom which causes the water surfaces to drop from elevation…

Q: Nutrients dissolved in water are carried to upper parts of plants by tiny tubes partly because of…

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

A: Given, Elevation at first point and last point= 80m and 84.96m

Q: Q) Meteorological measurements on a cloudy day give the following data: Height above ground, Z (m)…

A: Given data, Height above ground, Z (m) Wind speed, U (m/s) z1 = 1.01 u1 = 7.470 z2 = 10 u2 =…

Q: A fishing vessel with a green light on its deck, 8.5m above the water, disappears from the sight of…

Q: Calculate the sprinkler system capacity from the following data: Number of laterals in the main = 3…

A: Given, Number of laterals= 3 Length if each lateral = 12m Spacing between the sprinkle St=12m Water…

Q: Subject: engineering surveying c. Describe with the help of diagram, how you would make a…

A: Chain surveying is method of surveying in which linear measurements are taken on the field. This is…

Q: PROBLEM 4: The basic barometer can be used to measure the height of a Spoints building. If the…

A: Convert the pressure at top and bottom into kPa(kilo pascals). Then using manometric equation the…

Q: y 0.40h 59° 59° - x Answer: ỹ = i h Save for Later Attempt

Q: Current Attempt in Progress Determine the y-coordinate of the centroid of the shaded area. x=y/b…

Q: Example-3: Following readings were taken with level. 1.155, 1.565, 2.695, 3.580, 2.085, 2.895,…

Q: Which of the following is a simple measuring instrument used to indicate the projection of the end…

A: Plumb bob- It is a device used in surveying to mark the position of object center on the ground…

Q: Exercise For Practice 924 $12 30 50 FV X

A: Isometric Projection: Isometric Projection is a type of pictorial projection in which the three…

Q: abnormal time readings are omitted?

A: If abnormal time readings are omitted, effects on the standard time are 1. The standard time will…

Q: Problem 2. Locate the centroid of the shaded area y 100 mm 140 mm 50 mm 140 mm -200 mm- 2.

Q: -r = 100 mm 50 mm

Q: For the data below find AADT. Time Volume 8:00-9:00 500 9:00-10:00 350 10:00-11:00 200 11:00-12:00…

Q: The optimal number of non-recording rain gauge is The optimal number of recording rain gauge is

A: Data is as shown

Q: weigh recording gage has advantages over other automatic recording gages when: a. accurate timing…

A: A weigh recording gage has advantages over other automatic recording gages when

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

A: AS height of instrument method

Q: The following consecutive readings were taken with auto level and a staff of length 4 m along the…

A: Given, RL of the last station= 200.200m And consecutive readings, 3.105, 2.120, 1.115, 0.410, 3.655,…

Q: Using sound level meter to undertake Noise Level survey along roads at the edge of road for ...every…

A: Sound level meter- Transportation engineering 10 sec

Q: The fireman wishes to direct the flow of water from his hose to the fire at B. Determine two…

A: Velocity is a vector quantity that represents the change in displacement of an object with respect…

Q: *:Shaded area in this photo (under 0-index) represents .8 6-index Time (Hours) direct runoff O…

A: Φ index- It is the average rainfall above which the rainfall volume is equal to the runoff volume.…

Q: 10. Compute BOD5-20 if BoD1-25 = 95 mg/L for a waste water sample? %3D

A: Given:- BOD1-25=95 mg/L To find:- BOD5-20

Q: Estimate the missing precipitation of station A by the inverse distance method. STATION COORDINATES…

Q: e Since Start of Rainfall (min) 60 120 180 240 300 360 420 Cumulative Rainfall (mm) 3 8 18 35 47 52

Q: Determine the i) Peak hour volume

A: peak hr volume is the highest volume in a given day so peak hr volume is max of volume from (6:30…

Q: A D E In the grid, each cell has an area of 1km2, A,B,C,D and E are rainfall stations but X is not a…

A: The acknowledgment of the restrictions of assets is nearly however old as the acknowledgment that…

Q: 1. Compute the adjusted deflection angle at station D as shown. Deflection Angles 30°26'00" L…

Q: Construct a rainfall hyetograph Question 1 above has the following temporal distri Table 1: Tem

Q: Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00…

Q: Water is flowing in a 3m wide rectangular channel at a depth of 360mm. A hydraulic jump occurs and…

A: y1= 360mm =.36m y2= 1300mm =1.3m b= 3m hydraulic jump occurs at y2 It has been asked in the question…

Q: utline sources of error when recording readings and record-keeping by precipitation

A: Solution: The instrument for measuring the precipitation are mainly rain gauges and snow gauges.…

Q: Ohe of four monthly-read rain gauges on a catchiment area develops a fault in a month when the ther…

A: Estimate the missing monthly precipitation,Mx=?

Q: Water flows through an orifice at the vertical side of a large tank under a constant head of 3.4 m.…

Q: Neglecting the effect of tide and waves, determine how far out to sea a boat will be when a light on…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Water flows through an orifice at the vertical side of a large tank under a constant head of 3.4 m.…

Concept explainers

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

Give me right solution according to the question

A rain gauge recorded the accumulated rainfall during the storm draw the mass rainfall
curve and hyetograph
Time (AM)
8:0
8:05
8:10
8:15
8:20
8:25
8:30
Accumulated
3
12
18
20
Rainfall (mm)

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 4 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

Determine the precipitation at Raingauge station D for the year 2020 by normal ratio method. Raingauge station A в D Normal Annual 850 970 1010 1100 Precipitation (mm) Precipitation for year 2020 (mm) 960 1050 1180 1364 mm 1473 mm 1251 mm 1672 mm
Point rainfalls due to a storm at several raln-gauge stations in a basin are shown in Figure. Determine a) The mean areal depth of rainfall over the basin. b) The Equivalent Uniform Depth of rain for depth area duration curve and plot Depth-Area curve. Q.3 Area(km') 410 900 2850 1750 zone N 2) IV D 92 V. VI 720 A (1.0) L 550 MzArea of Ihe Basin = 7180km H(N5) E (1,4) F (N4 I12) 10 cm qun Iv 宜

EXAMPLE 2.8 The ordinates of rainfall mass curve of a storm (in mm) that started at 9.00 AM recorded at 30 minutes interval are 0, 10, 18, 29.5, 44.5, 51, 67, 89.5, 99.5, 107, 119, 122 and 122. Plot the hyetograph for a uniform interval of 30 minutes.
Find the missing rainfall (in mm) at station X. (given data are in mm) Rain gauge ABCX Normal 1125 910 765 830 Actual 870 1020 920 ?
1 do The annual rainfall at Station X are given in table below • Rainfall gauges 1, 2 and 3 are Independent rain gauges, each of which have already been tested and are known to be functioning correctly. All the three gauges Station x nearby to are gauge مدل NEAR Station GAUGE GAUGE x STATION 1 STATION 2 1988 1989 980 1990 995 1991 1005 1000 1002 1992 600 1993 550 575 600 1994 1995 1020 Check In which 1020 960 990 1080 1150 990 1030 980 970 1040 1004 1095 1100 960 GAUGE STATION 3 1040 970 980 1020 Whether the data of station a is consistent year was the change indicated ili Compute the mean annual rainfall for Station X at its present site for the given period first without adjustment and recordly with the data adjusted for the change in regime 1003 1110 1050 900 I Compute the adjusted annual rainfall at Skakion & for the affected period
Q2/ The normal annual precipitation at station is differs from that at station E by 50% from normal annual precipitation at station E, the normal annual precipitation of stations A, B, C and D are respective 120,97,71 and 107cm, During particular storm the precipitation recorded by stations A, B, c and C are 12.6 , 8,6 6,2 and 9,8 cm respectively. The station E was inoperative during that storm. Estimate the rainfall at station E during that storm?
The precipitation on a catchment in Zimbabwe of area 95 km² is sampled in table below. Determine the precipitation recorded by station number (7) if the mean precipitation, as computed by Thiessen method, amounts to 98mm. Rain gauge 1 2 3 4 5 8 6 7 Recorded rainfall. Feb. 1968 (mm) 84 90 120 86 87 76 X 131 Thiessen polygon on area (km²) 4.0 4.0 10.0 5.1 15.1 30.6 6.2 20.0
Subject: ( Hydology and water Resources management ) Question no 1 Explore and write about; What factors you consider in selecting a site for a rain-gauge station? Distinguish between recording and non- recording rain-gauges, giving examples of such gauges used in pakistan. which are the agencies that usually maintain rain-gauges and make observations in your state? At what time or times in the day is the rainfall recorded ?
Q1/ complete the following (?) and check your competition. Sta. B.S. H.I. F.S. Elevation BM1 4.38 10.00M 1 3.04 2 2.81 3 5.43 4 6.12 Тр1 2.15 4.11 7.16 6. 5.01 Тр2 7.15 1.29 7 2.16 1.19 BM1 8.30 SUN
Q4) The ordinates of a 6-h unit hydrograph are given. Time (h) 0 3 6 9 12 18 24 30 36 42 48 54 60 66 6-h UH ordi- nate (m/s) 0 150 250 450 600 800 700 600 450 320 200 100 500 A stom had three successive 6-h intervals of rainfall magnitude of 3.0, 5.0 and 4.0 cm, respectively. Assuming a øindex of 0.20 cm/h and a base flow of 30 m/s, determine and plot the resulting hydrograph of flow.
A 3-hour stom occurred in a place and the precipitations in the neighbouring rain- gauge stations P. Q and R were mcasured as 3.8, 4.1 and 4.5 cm, respectively. The precipitation in the bottle was broken. The normal precipitations in the four stations P. Q. R and S, as per station S could not be measured since the rain-gauge 2 R. previous records were 43, 48, 53 und 50 cm, respectively. Estimate the storm precipitation at station S.
Q4- One of four monthly reading gages on catchment area develops a fault in a month when the other three gages record respectively ( 122 , 89 , 107 mm ) in the average annual precipitation for the three gages are ( 935 , 1120 , 979 ) mm respectively and ( 1200 ) mm of the broken gage . by normal ratio method. Estimate the missing monthly precipitation at later station ?.