A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where the slope before was 0.68, after that year the difference in two successive cumulative of average precipitation of 10 surrounding stations was 4950 and the corresponding difference in cumulative annual precipitation was 4300. If the rainfall data for this station were as in the table below then adjust (correct) the rainfall data of this station: Year Original rainfall (mm) 1989 550 1990 475 1991 410 1992 350

A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where the slope before was 0.68, after that year the difference in two successive cumulative of average precipitation of 10 surrounding stations was 4950 and the corresponding difference in cumulative annual precipitation was 4300. If the rainfall data for this station were as in the table below then adjust (correct) the rainfall data of this station: Year Original rainfall (mm) 1989 550 1990 475 1991 410 1992 350

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

What is the final answer here?
ASAPPP PLS BE DETAILED
what is the meaning of error propagation?
(2) :Signs: Classification 1. Regulatory signs O 2. Warning signs O 3. Guide signs O Studs (Cat eyes) O 1+2+3 O
Define Unilateral Change Orders.
Why should one use an agenda planning feature for a meeting?
Engineering Management ,i need solutions in 10 minutes please. MCQ/For the construction project represented by the activity network as shown below. Find one of the critical paths CP from the choices below. A-1-3-6-8-9 B-1-2-4-6-9 C-1-2-4-6-7-9 D-1-2-4-6-8-9 E-1-3-4-6-9 F-1-3-4-5-7-9
Communication barriers faced by engineers
How can the change order be prepared?
This is about higher order DE ANSWER ITEM #2 ONLY