b. There are five rainfall gauges on a square plot of land of dimensions 2km x 2km. One of the gauges is located in the centre of the plot. Determine the position of the other four rainfall gauges such that the areal rainfall estimated using the Thiessen Polygon method is exactly equal to the estimate using the arithmetic method. Show your approach for finding the positions. Also show the gauge positions on a sketch.

b. There are five rainfall gauges on a square plot of land of dimensions 2km x 2km. One of the gauges is located in the centre of the plot. Determine the position of the other four rainfall gauges such that the areal rainfall estimated using the Thiessen Polygon method is exactly equal to the estimate using the arithmetic method. Show your approach for finding the positions. Also show the gauge positions on a sketch.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

COMPUTE THE AREAL RAINFALL OF THE GIVEN DRAINAGE BASIN USING THIESSEN METHOD PLEASE GRAPH AND STEP BY STEP PROCESS SO I CAN FOLLOW
Hope your help hydraulic CEE 340
C PART ONLY
Please write legibly, complete solutions, avoid rounding off intermediate values, thanks.
Solution plz
(please add answer and units to answer box, show work, and/or send email with pdf/image showing work) A well in a confined aquifer was pumped at a rate of 200 ft°/min for 240 minutes. Time-drawdown data for a well 800 feet away were plotted on log-log paper an matched to a Theis type curve. The match point was W(u)=1, 1/u=1, s=0.89 feet, and t=4.1 minutes. The aquifer is 150 feet thick. What is the hydraulic conductivity of this aquifer? What is the storativity (also known as storage coefficient) of the aquifer?
Solve the following questions of hydrology analyze properly and show complete solution.
26. choices: a. 4.52 b. 4.57 c. none d. 4.33 e. 4.39
Solve it ASAP
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
Help me please
1. Determine the estimated rainfall at ungauged site using Inverse Distance Weighting method. ARG1 = 8mm, ARG2 = 9mm, ARG3 = 12mm, ARG4 = 11mm, ARG5 = 13mm From Ungauged to ARG1 ARG2 ARG3 ARG4 ARG5 Distance (km) 38 29 35 41 27