1. In the previous exercise, you perform DMC to correct the data in Station X. Table belowis the raw data from the previous exercise.2. Using the corrected data for station X, estimate the missing rainfall data in station X forthe year 2010 and 2015.Average January Precipitationfrom 6 nearby Station with thesame climatic condition, mm34.36JanuaryPrecipitation atStation X, mmYear199735.01199842.5041.50199925.8730.30200040.6039.04200140.6137.80200240.0643.50200333.0230.20200434.1936.40200536.7540.64200637.5840.40200736.8727.25200829.9121.5031.04200939.23201030.01201128.0220.40201231.9723.31201331.5123.01201433.3824.20201531.20201632.0025.10201730.2122.50201827.3920.40

Average annual rainfall Average of annual rainfall for the period of 35 years Normal rainfall…

In the previous exercise, you perform DMC to correct the data in Station X. Table below is the raw data from the previous exercise. Using the corrected data for station X, estimate the missing rainfall data in station X for the year 2010 and 2015.

In the previous exercise, you perform DMC to correct the data in Station X. Table below is the raw data from the previous exercise. Using the corrected data for station X, estimate the missing rainfall data in station X for the year 2010 and 2015.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The 60-year record shows that the annual maximum discharges for a river have a mean of 30,000 cfs, a standard deviation of 28,000 cfs, and a skewness coefficient of 3.15. If the annual maximum discharge can be described by the Extreme-value Type I distribution, what is the probability that the annual maximum discharge exceeds 100,000 cfs at least once in next 10 years? (Note: The sample size is 60. Conduct interpolation using exceedance probabilities or cumulative probabilities.)
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2. Given below are the rainfall data in station S with missing observations for more than three months. Rainfall data in stations A, B and C as index stations are also given. Reconstitute the annual total and the missing monthly values of rainfall in station S using the normal-ratio method and regression correlation analysis. Index Stations Station S A B C Month Total Normal Total Normal Total Normal Total Normal (2007) (15yrs) 15.4 (2007) (15yrs) 2.1 2.0 (2007) (15yrs) (2007) (15yrs) 2.0 5.9 22.1 January February 5.6 42.4 5.5 74.1 5.5 2.5 7.6 7.3 5.7 2.8 20.1 March 8.0 31.6 14.1 10.0 13.8 2.6 33.5 41.3 April Мay June 22.1 53.3 29.1 8.3 25.3 24.1 37.0 missing missing 430.5 293.6 127.7 127.4 208.4 189.2 141.5 152.9 490.7 524.0 474.2 263.3 550.1 273.9 241.7 277.7 239.8 July August September missing October 489.9 327.8 582.9 314.4 288.4 531.1 596.0 704.2 448.7 455.1 414.6 224.7 296.7 473.4 407.0 292.6 371.1 303.8 339.7 262.7 missing 195.0 88.5 82.0 68.6 205.0 240.1 248.4 November 54.8…
Why do we need to dilute water sample collected from certain area such as discharge point prior to water quality analysis?
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Last time incorrect solution given,so correctly solve questions
Question 10 Select the most appropriate answer. The constant fraction method of estimating rainfall losses take O The rainfall excess is a set number of mm subtracted from each total rainfall hyetograph None of them correct O The rainfall excess is a constant proportion of the total rainfall hyetograph O A set initial rainfall loss in mm followed by a constant continuing loss subtracted from each total rainfall hyetograph
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