The normal annual P of five stations (A,B,C,and D)are respectively (125,102,76,118,)cm during a storm the P recorded for stations (A,B,and C) are (13.2,9.2,6.8)cm ,estimate the missing data at sta. D?

The normal annual P of five stations (A,B,C,and D)are respectively (125,102,76,118,)cm during a storm the P recorded for stations (A,B,and C) are (13.2,9.2,6.8)cm ,estimate the missing data at sta. D?

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: mean(log X)= 3.4, Sjogx = 0.136 and k=1.2, using the log Pearson Type III distribution. The…

Q: Na P. = N:Pa N.Po, N.Pc Na 3 N.

Q: How can we calculate dry adiabatic lapse rate (DALE)?

A: The adiabatic lapse rate is the rate at which the temperature decrease with an increase in height or…

Q: 20) Four hydrological monitoring stations are of similar conditions registered the data she the…

A: Approach to solving the question:The correct record for Station 2's present precipitation was…

Q: will rate immediately pls answer asap wc of the ff gives the deflection at point C

Q: Compute the mean areal precipitation for the following data using the arithmetic mean method and…

Q: Estimate the missing storm rainfall data of station X given in the following table? Station Storm…

Q: 2) For the watershed in the Figure 1, using mean annual precipitations in Table 1, Table1 Annual…

A: StationsPrecipitation (mm/year)A86B96C126D136E106F96G106H116I126J126K106L116M121N126O136P126

Q: Q2: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990…

Q: Question No. 03 a) Solve for the missing storm data of station C given in the following table: A D E…

A: As per our guidelines we are supposed to answer only one question. Kindly repost other question as a…

Q: Unit hydrographs derivation (UHD) is to develop storm hydrographs due to actual rainfall event over…

Q: A catchment area has 5 rain gauges installed, with an annual average rainfall of 120 cm and a…

A: Number of rain gauges=5 Annual average rainfall=120 cm Standard deviation=30 cm Error e =0.10…

Q: Rod PREPARE A SET OF LEVELING NOTES eldort hal FIGURE 2.33 1.27 BM 50 Elevation = 321.07 50:0 auto…

A: HI = Elv. of BM. + BS OR Elv. = HI - BS BM- Benchmark HI- Height of instrumemnt FS-…

Q: 5 (a) Explain: 'current metre rating curve'. How it is prepared ? Sketch a typical rating curve. (b)…

A: a) A rating curve throughout hydrology is indeed a chart showing discharge vs stage at such a…

Q: the station-average method can be used. The estimated catch at the gage with the missing monthly…

A: Simple arithmetic mean method: If the normal annual precipitation of the index stations lies within…

Q: 2.) Determine RA RB 5K 3K/fr 64 业业土 4' 2 材

Q: 3. Using arithmetic mean and isohyetal methods, estimate the areal rainfall for the catchment shown…

Q: The respective storm precipitation at three surround nd 112 mm respectively. If the normal annual…

Q: If the normal annual precipitation at stations X, A, B, and C are 700 mm, 1000 mm, 900 mm, and 800…

A: Given data- Normal precipitation values- N1=1000 mm,N2=900 mm,N3=800 mm,Nx=700 mm, Storm…

Q: Two field parties working on South Field Traverse each independently measured the length of one side…

Q: A catchment has 5 rain gauge stations, for a 6% error in estimation of mean rainfall and coefficient…

A: Given- 5 rain gauge stations, 6% error Coefficient of variation Cv = 20 Additional number of…

Q: 3 (b) There are five rain gauge sections viz. P, Q, R, S, T. Thei'ssen polygon network details are…

A: Given data: Rain gauge station P Q R S T Area (%) 24 21 37 8 10 Rain fall (mm) 45 57 65 67 78…

Q: Problem 3. While leveling between two points Pand Qon opposite banks of a river, the level was first…

Q: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where…

Q: For a data of maximum recorded fiood of a river, the moan and standard ation are 4200 m/s and 1705…

Q: (13.2,9.2,6.8)cm ,estimate the missing data at sta. D? *

A: Given :

Q: The recorded rainfall at 4 raingauge stations in an area for a period of 8 years is given below Year…

A: Arithmetic mean method: If the normal annual rainfall at A, B and C are to be within 10% of the…

Q: The annual rainfall at 7 raingauge stations in a basin are 58,94,60,45,20,88,68 cm respectively .…

A: Given data: Number of existing rain gauge stations m=7 Allowable degree of error ε=10% Annual…

Q: Q4- One of four monthly reading gages on catchment area develops a fault in a month when the other…

A: Given data The average annual precipitation for the three gages are (935 , 1120 , 979 mm The…

Q: Discuss the goals of flood fr

Q: Using Thiesen Polygon Method, find average rainfall over a catchment. The datas are: Rain Gauge…

Q: Which one of the following methods does not account for non-homogeneity in the spatial distribution…

A: Rain-gauges: Rain-gages are used to measure the rainfall data. The rainfall data is dependent upon…

Q: 3. Estimate the mean precipitation due to the storm Isohyets (mm) Area ( km²) 25 310.53 25 - 30…

Q: 2. Precipitation station X was inoperative for part of a month during which a storm occurred. The…

Q: While leveling between two points Pand Qon opposite banks of a river, the level was first set up…

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

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 by step

Solved in 2 steps

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

Using the settlement to calculate the areaWhat is required is to find all the missing values in the table below for one of the successive settlement operations, then find the value of the shutdown error if you know that the level of station No. 10 is equal to 220.800m
Example 5: Given the data for precipitation in a watershed below. Compute for the average precipitation. STATION bohyeta, in Area between bohyets, m A 4.0 59 B 5.5 108 6.0 135 7. 96 80 84 9.5 122 G 10.0 4045.5/ 59 A-B - 6:4 64in 2 Pae 55t60 108 J-628in %3D 2 604. 14
I need the answer quickly
Determine average precipitation using arithmetic mean method
C- For table below the Annual precipitation at station (x) and the annual precipitation at 10 stations. cumulative (cm) Annual preciption (cm) Sta. X Adjustment (cm) year 10 Sta. 2000 16 11 2001 14 9 2002 15 10 2003 4 12 2004 2 8 a) Examine the consistency of data at station ( x) data. b) When did a change in regime occur ? c) Adjust the data of station X after change?
Station A B Rainfall 25mm/10 mm с lorum *Determine the average Rainfall by Thiessen C A lo km B 10 km
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
A river basin contains 6 rainfall stations with the annual data given in the table below. How many ainfall stations should be added to the basin to reach an error percent of 8%?
1) Rainfall data of 4 stations in the same region are given in Table. a) Estimate the missing data of the station Y by weighted arithmetic mean method b) Test the homogeneity of the data in station (Y) using the data of stations (X1, X2 and X3) with double mass curve method. Year X1 2010 811 2011 881 2012 941 2013 751 2014 741 2015 1021 2016 901 2017 1991 2018 1241 2019 1011 X2 691 771 811 691 671 891 801 1031 1151 931 X3 641 701 761 611 576 801 741 911 1001 821 200 250 300 600 ? 825 730 950 1040 800
- (a) – When we use a boat to make hydrographic survey for canal the echo sounder se wave with velocity 1500 m/s and it back after 0.03 sec what is the canal depth?