buet 1 b angladesh u niversity of e ngineering and t echnology (buet) dept. of civil engineering...
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BUET BUET 11
BBANGLADESH ANGLADESH UUNIVERSITY OF NIVERSITY OF EENGINEERING AND NGINEERING AND TTECHNOLOGYECHNOLOGY (BUET) (BUET)
Dept. of Civil EngineeringDept. of Civil Engineering
Comparison of soil slope erosion of bare soil & soil Comparison of soil slope erosion of bare soil & soil covered with jute geo-textile (JGT)covered with jute geo-textile (JGT)
BUET BUET 22
3 components:
container for preparing soil slope.
container for collecting eroded soil and runoff.
rainfall distribution system.
APPARATUS
BUET BUET 33
3 components:
container for preparing soil slope. container for collecting eroded soil and runoff.
rainfall distribution system.
APPARATUS
Opening at toe of slope
Fig.: container for preparing soil slope container for preparing soil slope
BUET BUET 44
3 components:
container for preparing soil slope.
container for collecting eroded soil and runoff. rainfall distribution system.
APPARATUS
BUET BUET 55
3 components:
container for preparing soil slope.
container for collecting eroded soil and runoff.
rainfall distribution system.
APPARATUS
2 mm dia 1.27mm c/c drilling 30 º angle between two line of drill
Fig.5: Pipe network system.
orifice meterorifice meterWith pipe network.With pipe network.
BUET BUET 66
APPARATUS3 components:
container for preparing soil slope.
container for collecting eroded soil and runoff.
rainfall distribution system.
Fig.: Perforated steel tray system.
Pipe network shower system
Perforated steel tray system.
Fig.: Perforated steel tray system with orifice meter.
BUET BUET 77
TEST SPECIFICATION
FM of soil = 0.86
Fig. : Schematic diagram of soil slope.
Rainfall characteristic:
Average rainfall intensity of Bangladesh :50-100 mm/hr.
The rainfall intensity used in model :100- 125 mm/hr.
BUET BUET 88
TEST PROCEDURE
Test for bare soil:
Fig.: Failure surface of bare soil at beginning of rainfall.
BUET BUET 99
TEST PROCEDURE
Test for bare soil: Video of rainfall on bare soil
Click to play
BUET BUET 1010
TEST PROCEDURE
Test for bare soil:
Fig.: failure surface after 1 hr.
What may happen if water accumulates at bottom ?
Accumulation of water at bottom
Soil liquefaction may occur if we allow water to accumulate at bottom
What may happen if water accumulates at bottom ?
Click to play
BUET BUET 1313
TEST PROCEDURE
Test for JGT covered soil:
Fig.: Slope surface after 1 hr.
Fig.: Slope surface of JGT protected soil at the beginning.Fig.: Slope surface of JGT protected soil after 4hr 30min of rainfall.
BUET BUET 1414
TEST PROCEDURE
Test for JGT covered soil: land slide after 4 hr
Click to play
BUET BUET 1515
TEST PROCEDURE
For 1st hour : mass of soil eroded is measured in every 10 minutes using synthetic geo-textile. Volume of runoff water is measured in every 10 minutes
Fig.: Amount of soil eroded at different times when geojute is used
50-60 min40-50 min30-40 min
20-30 min10-20 min
BUET BUET 1616
TEST PROCEDURE
Test for soil slope covered with vegetation:
Fig.: Slope surface after 1 hr. rainfall
Fig.: Surface of slope of soil covered with vegetation at the beginning Fig.: Surface of slope of soil covered with vegetation after 4hr 30min of rainfall.
Percent soil erosion – time graph1717BUET BUET
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0
1
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0 20 40 60 80
per
cen
t er
osi
on
time (min)
percent of soil erosion for JGT
percent of erosion for bare soil
percent of soil erosion for Vegetation
Cumulative Percent soil erosion – time graph1818
BUET BUET
Cumulative Percent soil erosion – time graph1919
BUET BUET
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0
2
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cum
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tive
% e
rosi
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time(min)
Cumulative % erosion (bare soil)
Cumulative % erosion (JGT)
Cumulative % erosion Vegetation
BUET BUET 2020
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0
2
4
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0 50 100 150 200 250
cum
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% e
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time(min)
Cumulative % erosion (bare soil)
Cumulative % erosion (JGT)
Cumulative % erosion Vegetation
Cumulative runoff – time graph2121BUET BUET
-0.02
0
0.02
0.04
0.06
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0.1
0.12
0 20 40 60 80
Cu
mu
lati
ve R
un
off
(m3)
Time (min)
cumulative runoff for bare soil ( average water supply rate 0.133 m3/hr)
cumulative runoff for JGT ( average water supply rate 0.139 m3/hr)
cumulative runoff for Vegetation (water supply rate 0.142 m3/hr)
Water supply- runoff graph2222BUET BUET
-0.01
0
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Runoff Volume of Bares Soil-Water Supply
Runoff Volume with JGT protected soil-water supply
Runoff Volume of vegetation protected soil-water supply
Cu
mu
lati
ve R
un
off
(m3)
water supply (m3 )
BUET BUET 2323
Bared soil JGT covered soilVegetation covered soil
Rainfall 1 hr 1 hr 1 hr
Intensity 117.33 mm/hr 122.6 mm/hr 127.27mm/hr
Erosion15.74 % of total mass of soil
1.64 % of total mass of soil
15.74 % of total mass of soil
Runoff0.0779 m3 for 0.133 m3 water supply
0.0651 m3 for 0.139 m3 water supply
0.0779 m3 for 0.133 m3 water supply
TEST RESULT
Total reduction in erosion compared to bare soil
In case of GeojuteGeojute: (15.74 – 1.64)/15.74*100%. =
89.6% 89.6% .. In case of vegetationvegetation: (15.74 – 1.03)/15.74*100%. =
93.5%93.5% . .2424BUET BUET