NOTE: FLUX Q FOR WEEK 2A. -0.0998 cm/dayB. -0.9098 cm/dayC. -0.0899 cm/dayD. -0.8099 cm/day Document1 - WordJhovel Alcantara困O XJAFileHomeInsertDrawDesign LayoutReferencesMailingsReviewViewHelpTell me what you want to do요 Share는 Breaks▼IndentSpacing는 Align-D Line NumbersLeft:0 cmE Before: 0 ptidi GroupMargins Orientation Size ColumnsPosition WrapSelectionBringText Forward - BackwardSendbê Hyphenation -EE Right: 0 cm= After:8 ptPane21 RotatePage SetupParagraphArrangeWith the measurements in the following table, calculate the soil moisture flux q (cm/day) betweenK = 240(–Y)**depth 0.5m and 0.8m in each week. Hydraulic conductivity(K in cm/day andY in cm). Use the average suction head to derive hydraulic conductivity. For 1km² area, howmuch water has passed the layer between 0.5m and 0.8m in these two weeks (in m³)?Total head atTotal head at 0.8mWeek0.5m (cm)(cm)-70-1052-80-120Page 1 of 1O wordsEnglish (Philippines)E Accessibility: Investigate100%32°CENG3:35 PMCloudyUS3/15/2022

Given, Z1=0.5 mZ2=0.8 m Hydraulic conductivityK=240-ψ-2.3

With the measurements in the following table, calculate the soil moisture flux q (cm/day) between K = 240(–Y) depth 0.5m and 0.8m in each week. Hydraulic conductivity (K in cm/day and Y in cm). Use the average suction head to derive hydraulic conductivity. For 1km² area, how much water has passed the layer between 0.5m and 0.8m in these two weeks (in m')? Total head at Total head at 0.8m Week 0.5m (cm) (cm) -70 -105 -80 -120

With the measurements in the following table, calculate the soil moisture flux q (cm/day) between K = 240(–Y) depth 0.5m and 0.8m in each week. Hydraulic conductivity (K in cm/day and Y in cm). Use the average suction head to derive hydraulic conductivity. For 1km² area, how much water has passed the layer between 0.5m and 0.8m in these two weeks (in m')? Total head at Total head at 0.8m Week 0.5m (cm) (cm) -70 -105 -80 -120

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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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

NOTE: FLUX Q FOR WEEK 2

A. -0.0998 cm/day

B. -0.9098 cm/day

C. -0.0899 cm/day

D. -0.8099 cm/day

Document1 - Word
Jhovel Alcantara
困
O X
JA
File
Home
Insert
Draw
Design Layout
References
Mailings
Review
View
Help
Tell me what you want to do
요 Share
는 Breaks▼
Indent
Spacing
는 Align-
D Line Numbers
Left:
0 cm
E Before: 0 pt
idi Group
Margins Orientation Size Columns
Position Wrap
Selection
Bring
Text Forward - Backward
Send
bê Hyphenation -
EE Right: 0 cm
= After:
8 pt
Pane
21 Rotate
Page Setup
Paragraph
Arrange
With the measurements in the following table, calculate the soil moisture flux q (cm/day) between
K = 240(–Y)**
depth 0.5m and 0.8m in each week. Hydraulic conductivity
(K in cm/day and
Y in cm). Use the average suction head to derive hydraulic conductivity. For 1km² area, how
much water has passed the layer between 0.5m and 0.8m in these two weeks (in m³)?
Total head at
Total head at 0.8m
Week
0.5m (cm)
(cm)
-70
-105
2
-80
-120
Page 1 of 1
O words
English (Philippines)
E Accessibility: Investigate
100%
32°C
ENG
3:35 PM
Cloudy
US
3/15/2022

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