9. Over a period of 7 months, records of daily rainfall data have been collected. One site gauge "A" analysis technique to carry out shown in the table below: inspected. Use the double mass following operations using the data "date of the first significant change of a) Determine the approxit Gauge “A" readings. c) Evaluate a correcti d) Apply the corre readings. tatio that can be used to adjust incorrect values. process on the incorrect values to get the correct Reading "Gauge A" Reading Month "others" 1 200 340 Dr. Waeſ cbanrmorn 220 410 3 140 251 4 90 312 5 72 264 6. 55 210 7 47 180

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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9. Over a period of 7 months, record
collected. One site gauge “A"
analysis technique to carry out
shown in the table below:
daily rainfall data have been
inspected. Use the double mass
following operations using the data
date of the first significant change of
a) Determine the approxim
Gauge “A" readings.
c) Evaluate a correti
d) Apply the corr
readings.
atio that can be used to adjust incorrect values.
on process on the incorrect values to get the correct
Reading
"Gauge A"
Reading
"others"
Month
1
200
340
Dr. Wael Elrammoame
2
220
410
3
140
251
4
90
312
5
72
264
6.
55
210
7
47
180
excel drawing
Transcribed Image Text:9. Over a period of 7 months, record collected. One site gauge “A" analysis technique to carry out shown in the table below: daily rainfall data have been inspected. Use the double mass following operations using the data date of the first significant change of a) Determine the approxim Gauge “A" readings. c) Evaluate a correti d) Apply the corr readings. atio that can be used to adjust incorrect values. on process on the incorrect values to get the correct Reading "Gauge A" Reading "others" Month 1 200 340 Dr. Wael Elrammoame 2 220 410 3 140 251 4 90 312 5 72 264 6. 55 210 7 47 180 excel drawing
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