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Ecological and Energy g gyEfficient Practices for Storm
Water ManagementWater Management
Prof Arup Kr SarmaProf. Arup Kr. SarmaB.P.C Chair Professor and HeadCivil Engineering Department
Indian Institute of Technology GuwahatiIndian Institute of Technology GuwahatiASSAM, INDIA
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Problem Faced in Urban Water Sector Problem Faced in Urban Water Sector Problem of more waterFlooding due to high water yield from the surrounding hills because of conversion of forest land to urban area
R d ti i d i it d t hi h di t i ld
Problem of inadequate drainageReduction in drainage capacity due to high sediment yield from the hills and their deposition in the drains and river.
Water scarcity due to rapid depletion of ground water for
Problem of less water
reduced recharge and extensive pumping
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Energy Involved in ManagementEnergy Involved in Management
Energy in pumping flood water Energy for clearing water way
Lower the GWT more is the energy More energy to drive
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3D View of Guwahati using DEM
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Effects of Vegetative Cover on W Yi ldWater Yield
Present Maximumoutflow at
pilot
Outflow if bareland and open mix forest
Outflow if all the
vegetation cover is
watershed(cumec)
area are covered
by vegetation
removed from the
watershed (cumec)
(cumec)
6.031 5.27 7.25
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Effect of Deforestation (RUSLE)Effect of Deforestation (RUSLE)Present Annual Annual annual
sediment yield in tons/yr
sediment yield in
tons/yr if bare land
sediment yield in
tons/yr if vegetation y
and open mix forest area are
completely
gcover is removed
completely from the p y
covered by vegetation
watershed
20943.88 7903.27 289412.6
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7
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Comparison of the watershedsComparison of the watersheds
Lush green vegetation coverConstruction of house exposing subsoil strata to erosionLush green vegetation cover subsoil strata to erosion
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Runoff from the two watershedsRunoff from the two watersheds Clearer runoff from the undisturbed watershed
Sediment laden runoff from the disturbed watershedundisturbed watershed disturbed watershed
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Water samples from the watersheds
undisturbed watershed disturbed watershed
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Validation and Generation using GCMVALIDATIONWITH GCM DATA
40
50
mm/day
VALIDATION WITH GCM DATA
An increase in the precipitation up to 20 % in th i d ld
10
20
30
VERA
GE RA
INFA
LL m
GCM 92 ‐98
OBS 92 ‐ 98
the monsoon period could be seen by 2050’s.
0
10
june jul aug sep
AV
MONTH 50
FUTURE GENERATION WITH GCM DATA
30
40
AINFA
LL m
m/day
GCM 2040‐2069
Such high intensity rainfall will cause
10
20AV
ERAG
E RA
GCM 2040 2069
OBSR 1992 ‐1998•High erosion in the hilly catchment
0jun jul aug sep
MONTH
•High Peak flow•Longer dry spell
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Watershed Management with Energy Efficient Optimal
Ecological Management PracticesEcological Management Practices
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Measures for runoff and
sediment controlsediment control
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Measures for Controlling Water nd S dim nt Yi ldand Sediment Yield
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GRASS LANDGRASS LAND
Perforated Concrete BlockSLOPE STABILIZATION STRUCTURE
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HADGE FOR ROAD SIDE PROTECTIONROFTOP RAINWATER HARVESTING
PAVEDPAVED GROUND
WITH SPACE FOR
RAINWATER PERCOLATION
FOREST LAND
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RAIN WATER HARVESTING FOR URBAN FLOOD PEAK REDUCTION
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Buildings and Drains in Hatigarh WatershedWatershed
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Rain Water Harvesting OptionsRain Water Harvesting Options
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Summary of RWH Analysis (Contd.)
After solutionAfter solution
Parameters
Before
Solution Only RTRWH
RTRWH +10
FW/ha
RTRWH +20
FW/ha
Water level in drains (m)
1.78 1.62 1.44 1.29
Sediment in
drain (m)
0.5 0.5 0.18 0.18
drain (m)
Depth of outlet drain (m) 1.5 1.5 1.5 1.5
Flood with sediment control(m)
0.78 0.62 0.11 0.00 ( )
% Reduction in Maximum Runoff
Volume
- 12.2 21.54 30.87
% Peak Discharge R d ti
- 12.20 12.70 22.9 Reduction
% Flood Reduction in Drains (without
Sediment Control)
- 20.5 43.6 62.8
% Flood Reduction in drains (With Sediment
Control, Studyed by Bracht and Sarma)
- 20.5 85 100
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We need to go for Optimal Ecological Management Ecological Management
(EMP)Practices
23
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Experimental Watershed
Increase in total runoff
Denudation leads to
Undisturbed Disturbed
Sediments
total runoff volume :as high as 54
in runoffas high as 54 times
Efficiency in Sediment control :Grass = 65%‐100%Increase in total
Denudation leads to
Grass = 65%‐100%Herb= 38% ‐97%
(compared to barren land)sediment yield: as high as 21 times
HerbDenudation leads to
Changes in Chemical
Grass
gComposition s of Water
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Integrated Planning and EMPs for Hazard Mitigation
Plots under single ownershipOPTEMP‐LS model
Plots under multiple ownership
Technical Core Committee (TCC) with 11 govt. departments was constituted in June 2010
Optimal EMP
Plots under multiple ownershipOPTEMP‐LM model OPTEMP‐LDM model
Integrated Pl i d
Pilot Project
EMP Model
Work accomplished under pilot project planningPlanning and
EMPs for Hazard
Mitigation
August 2010: Initial concurrence from state govt.Had to defer due to socio‐
p p j p g
political disturbanceJune 2011: Final
concurrence from state govt.January 2012:Work orderOctober 2012: Completed January 2012: Work order
issued for land surveyMarch 2012: Survey work
completed
October 2012: Completed the conceptual landuseplanning for SAFE Carrying Capacity using optimal EMP
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Detail Planning in Already Developed Area
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Grass Plantation
Retaining wall
Step Drain
Perforated Blocks
CreepersCreepers
Perforated Blocks
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Grass Plantation
CreepersSteps Along the slopeSteps Along the slopeMade of concrete
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Creepers / Vegetation
Grass Covering onFlat ground
Retaining wall
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Geosynthetics
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Creepers
Retaining Wall
Gunny BagsGunny Bags
Gravel Road
Grass Covering
Gravel Road
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Urban Drains
Hole for flow of logged water
Gravel Road
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