Can you answer please?But its very important for me. ► 3) Annual precipitations observed in a watershed along 2000 to 2010 are given in Table2. It is suspected that the records of the station 18001 were chanced at an unknowndate. Using Double Mass Curve Method and utilizing the records of nearby stations --21002, 21003, 21004, find if the records of 21001 needs to be corrected and if so,calculate the corrected values.+Table 2: Annual precipitations (mm/year)20052001 2002 2003 20041404.0 1242.0 1187.8 1028.0 910.0 589.0803.8 711.4 1086.1 652.5 554.0 928.5693.3 712.4 797.9 488.3 562.4 780.0541.6 494.3 686.5 312.0 427.9 637.0 500.5station/year 2000210012100221003210042006 2007586.2595.3650.4 642.3764.12008499.0503.6500.7 685.5870.4660.7 473.5 495.12009553.3829.0Figure 2: Adjusted precipitation values (Please use the grid above)2010520.6745.3524.0612.6

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Annual precipitations observed in a watershed along 2000 to 2010 are given in Table 2. It is suspected that the records of the station 18001 were chanced at an unknown date. Using Double Mass Curve Method and utilizing the records of nearby stations - -21002, 21003, 21004, find if the records of 21001 needs to be corrected and if so, calculate the corrected values.

Annual precipitations observed in a watershed along 2000 to 2010 are given in Table 2. It is suspected that the records of the station 18001 were chanced at an unknown date. Using Double Mass Curve Method and utilizing the records of nearby stations - -21002, 21003, 21004, find if the records of 21001 needs to be corrected and if so, calculate the corrected values.

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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