This document provides details of a diversion-based irrigation project located in Jalpaiguri District, West Bengal. The key points are:
1) The project diverts water from the Diana River through a combination of open channels and pipes covering 430 hectares of land across 13 patches with different land uses.
2) Project components include 3 diversion weirs, 1 sedimentation chamber, 1 inspection chamber, 3.3km of pipeline, and 19km of open channels to irrigate 1160 beneficiary families.
3) The project aims to improve livelihoods, increase cropping intensity, and reduce distress migration by providing reliable irrigation to agricultural lands currently dependent on uneven canal water distribution and monsoon rains
SyQwest Bathy-2010 Sub Bottom Profiler used in Tarbela Reservoir StudySyQwest Inc.
Hydrographic echo sounders are used to measure the depth to the seafloor by using the properties of acoustic waves. The principle of echo-sounders is basic - by measuring the two-way travel time between the acoustic waves transmitted on sea surface and those reflected at seafloor.
In this study, an integrated approach for hydrographic surveying is introduced and evaluated in terms of its efficiency in comparison with the traditional methods of hydrographic surveying. The approach develops an integrated environment of hydrographic surveying comprising human, hardware and software. The process of surveying starts from in-house planning using specialized geo-spatial softwares. Then, on site a combination of computer hardware, echosounder, differential global positioning system (DGPS), survey vessel and survey crew is made. Post-processing is performed after conducting a survey in order to improve quality of data by filtering errors and producing the end product like reservoir underwater terrain, development of reservoir stage-area and stage-storage relationships, etc. The study was applied to Tarbela Reservoir, Pakistan.
SyQwest Bathy-2010 Sub Bottom Profiler used in Tarbela Reservoir StudySyQwest Inc.
Hydrographic echo sounders are used to measure the depth to the seafloor by using the properties of acoustic waves. The principle of echo-sounders is basic - by measuring the two-way travel time between the acoustic waves transmitted on sea surface and those reflected at seafloor.
In this study, an integrated approach for hydrographic surveying is introduced and evaluated in terms of its efficiency in comparison with the traditional methods of hydrographic surveying. The approach develops an integrated environment of hydrographic surveying comprising human, hardware and software. The process of surveying starts from in-house planning using specialized geo-spatial softwares. Then, on site a combination of computer hardware, echosounder, differential global positioning system (DGPS), survey vessel and survey crew is made. Post-processing is performed after conducting a survey in order to improve quality of data by filtering errors and producing the end product like reservoir underwater terrain, development of reservoir stage-area and stage-storage relationships, etc. The study was applied to Tarbela Reservoir, Pakistan.
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- Morphometric analysis of the Watershed is considered to be the most satisfactory method because it enables in
understanding of the relationship of various aspects within a drainage basin. In the present study two mini watersheds in Raichur city
have been considered Mini-watershed 1 with an area of 519.32 km2 with highest order stream of 6 it flows through north of city and it
joins the streams of Krishna, Mini –Watershed 2 with an area of 360.97 km2 with highest order stream of 5 it flows through south of
city and joins Tungabhadra streams. The values of Stream frequency is 1.07 and 1.03, Form factor 0.35and 0.53, Shape factor 2.84 and
1.90, Elongation Ratio 0.67 and 0.82, Circularity Ratio 0.27 and 0.42, Drainage density 1.26 and 1.30, Length of overland flow 0.40 and
0.38 for Mini-watershed 1 and Mini-watershed 2 respectively
Water as a Platform for Development : South Asia Initiative SAI, Harvard Univ...Hasan Shabbir
More than 180 people attended the Harvard SAI Conference: Water as a Platform for Development in Lahore on July 22, with more watching the event live here at CGIS. LUMS students and private sector attendees alike were energized by the work being done by keynote speaker Prof. John Briscoe and his colleagues.
Transition from flat to metered electricity tariff in agriculture: Who gains and who loses? Evidence from West Bengal, India.
A. Mukherji, B. Das, N Majumdar, N. C. Nayak, R. R. Sethi, B.R. Sharma & P.S. Banerji
Presented at the International Conference on Water Resources Policy in South Asia, December 17-20, 2008, Colombo. International Water Management Institute (IWMI)
Presented by Guillaume Lacombe at the Regional Conference on Risks and Solutions: Adaptation Frameworks for Water Resources Planning, Development and Management in South Asia, on July 12, 2016, at Hilton, Colombo, Sri Lanka
- Morphometric analysis of the Watershed is considered to be the most satisfactory method because it enables in
understanding of the relationship of various aspects within a drainage basin. In the present study two mini watersheds in Raichur city
have been considered Mini-watershed 1 with an area of 519.32 km2 with highest order stream of 6 it flows through north of city and it
joins the streams of Krishna, Mini –Watershed 2 with an area of 360.97 km2 with highest order stream of 5 it flows through south of
city and joins Tungabhadra streams. The values of Stream frequency is 1.07 and 1.03, Form factor 0.35and 0.53, Shape factor 2.84 and
1.90, Elongation Ratio 0.67 and 0.82, Circularity Ratio 0.27 and 0.42, Drainage density 1.26 and 1.30, Length of overland flow 0.40 and
0.38 for Mini-watershed 1 and Mini-watershed 2 respectively
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An integrated programme. Involves different ministries--water resources, river development and Ganga rejuvenation, environment and forest, shipping, tourism, urban development, drinking water and sanitation and rural development Talks for the first time about involving people living on the banks of the river, urban local bodies and panchayati raj institutions Plan includes establishing a Ganga Eco-Task Force, a Territorial Army unit and roll out of legislation to check pollution and protect the river Cleaning programme to be implemented jointly by National Mission for Clean Ganga (NMCG), which is the implementation wing of NGRBA, and State Program Management Groups (SPMGs) Talks about strengthening monitoring system through committees at national, state and district levels
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4. Brief about the project
Type of the project :
Combination of flow
through Pipe and Open
Channel
No. of diversion weirs with sluice
valve system(structures)
: 3
Sedimentation Chamber : 1
Inspection Chamber/ flashing unit : 1
Length of pipe line : 3.3 km (Parallel Pipe)
No. of beneficiary family : 1160
Size of command area : 430 ha.
•Pipe Based : 170.5 Ha
•Open channel flow : 259.5 Ha.
5. Pipeline Design discharge : 0.37 cumec
Design diameter (main Pipe) : 0.54m315mm parallel pipe
line
Head Gain : 16.7m
Sub-main pipe diameter : 160mm
No. of outlets : 8
No. of Drinking Water
Provision
: 3
Open channel network : 19 Km
Contd.
6. The Area…
22%
9%
69%
CastWise
S.T S.C Others
Gram Panchayat: Angrabhasa-I
Population: 14532
•Male: 7208
•Female: 7324
Command area covers part of
two mouzas, viz.- Uppar Kalabari
and Hridaypur
Non Tea garden tribal
domination mostly in Hridaypur
mouza
Source: Census, 2011
7. Contd.
Livelihood is completely based on agriculture
Uneven distribution and huge wastage of canal water
Low cropping intensity
Distressed migration of youths
Poor government facilities
Unplanned, poor managed and defunct Government
invested projects (irrigation project)
9. Rational behind the project
Forest Land
NH31C
ForestLand
Mouza Upper Kalabari
Mouza Hridaypur
Gate No.-2
10. Rational behind the project
Forest Land
NH31C
ForestLand
Mouza Upper Kalabari
Mouza Hridaypur
Gate No.-2
11. Present status of work
Activities Planning stage Just started Ongoing Completed
Preliminary
resource,
ownership and
land use map
Village level
committee
formation
Forest NOC Verbal NOC
NOC form
WRDD
Verbal NOC
NOC and
commitment for
MGNREGA from
G.P
Land owners
NOC collection
12. Activities Planning stage Just started Ongoing Completed
Earth Cutting
for pipeline
1.3 Km 2 Km
Pipe fitting 1.3 Km 2 Km
Diversion
Structure-I
Diversion
Structure-II
Diversion
Structure-III
Sedimentation
chamber
Detail plot wise
resource,
ownership and
land use map
Contd.
13. Table: Patch wise ownership,present and proposed land use
Patch
No. Area(Ha.) Ownership pattern
Present Land use (%
of patch area)
Proposed Land Use
(%)
Increment(De)
(%) Increase(Ha.)
Decrease(
Ha.)
1 16.6 A-39,B-12,C-16,D-16 100K+100W 100K+50W+50V (-)50W+50V 8.4V 8.4W
2 14 A-17,B-16,C-25,D-7 100K+100W 100K+50W+50V (-)50W+50V 8.4V 8.4W
3 6.5 A-35,B-0,C-0,D-0 100K 100K+50V 50V 3.25V
4 10.5 A-4,B-3,C-15,D-8 100K+50W+25MZ 100K+70V+70W 70V+20W-25MZ 7.35V,2.1W 2.62MZ
5 11.6 A-39,B-20,C-16,D-0 100K+20W 100K+70V+20w 70V 8.12V
6 60.17 A-35,B-35,C-0,D-0 100K+50W 100K+50W+50MT 50MT 30.08MT
7 46.3 A-7,B-4,C-0,D-0 100K+50W 100K+25W+25V (-)25W+25V 11.57V 11.57W
8 26.13 A-4,B-5,C-6,D-15
100K+50V+30W+20M
T 100K+100V+50JT 50V+20Jt-20MT 13.06V,5.22JT 5.22MT
9 57.29 A-15,B-10,C-25,D-50
100K+30V+60Mj+40
W+10JT
100K+60V+60MZ+60
W+50JT 30V+20W+40JT
17.18V,11.45W,22
.9JT
10 10.64 A-10,B-4,C-1,D-5 50K+25V+4MJ+8JT 100K+80V+50JT
50K+45V-
4MZ+42JT
5.32K,4.78V,4.46J
T .42MZ
11 20.54 A-70,B-12,C-13,D-7 80K+30V+20JT 100K+80V+50JT 20K+50V+30JT
4.10K,10.27V,6.16
JT
12 29.25 A-20,B-25,C-30,D-25
100K+20V+60MJ+10J
T
100K+50V+30JT+30M
Z 30v+20JT-30MZ 8.77V,5.85JT, 8.77MZ
13 120.73 A-125,B-75,C-20,D-30 70K+30V+60JT 100K+90V+80JT 30K+60V+20JT
36.21K,72.43V,24.
14JT
Total 430.25
Legend:
FOOD-SECURITY
A
Three month food
security
LANDUSE(IN%OF
TOTALPATCHAREA)
Kharif Paddy K
B Six month food security Vegetable(V) V
C
Nine month food
security Maize(MZ) MZ
D
Twelve month food
security Wheat(W) W
Jute(JT) JT
Mustard MT
Land use: Present Vs Proposed
14. Re-excavation of canals
Sr No Length Amount (Rs)
1 3.2 km 317100
2 4.8 km 407700
3 3 km 271800
4 1 km 45300
5 1 km 120800
Total 13 Km 11,62,700
Leveraging MGNREGA
15. Hold backs…
Nature of the project
Difficulty to get all the implements within desired period
and of desired specification in such a remote place
No Objection Certificate from the forest department
Unrest politics
16. Strategies
Disclosing budget true copy to all stakeholders
Inauguration involving main stream stakeholders
Starting the down stream village portion first to create
pressure on Forest Dept.
Putting Forest Protection Committee forward
Repetitive visit along with the villagers to all political
platforms
Decision maker’s visit to DBI site
Persuasion of forest agenda by elected public
representatives
17. DBI Committee Meeting
DBI Committee Meeting
Representatives from Jains
Visiting the DBI Site
G.P team, lead by Pradhan,
Visiting the DBI Site
Pipefitting by the villagers G.P team, lead by Pradhan,
Visiting the DBI Site
18. Awareness campaign on
Child health
Children with their demands
marching towards DBI
inauguration programme
DBI inauguration programme
Forest Range officer visiting DBI Site
19. Ribbon cutting in the DBI Inauguration Programme by Z.P members and Joint B.D.O f Nagrakata
P.S Sabhapati opening earthwork
During the inauguration programme
DBI inauguration programme P.S Sabhapati, Sahakari Sabhapati and
Joint B.D.O visiting DBI site
20. DBI work in progress DBI work in progress
During payment of DBI earth work Committee meeting
One‘didi’ from SHG
monitoring the work
Earthwork in progress
21. Livelihood promotional activities in
the command area
System of rice/root intensification (no. of farmers):
Khariff Paddy- 260
Wheat- 200
Maize- 50
Mustered- 1
Livelihood Planning exercise with 50 women SHGs
Vermicompost beds: 358
22. Carbon Footprint context
•Total Area = 428 Ha.
= 428000 sq. m
•Water requirement (During rabi) = 2140000 m (Water requirement @1.5 ft)
= 2140000000 Ltr.
• Discharge of most commonly used pump (Type: Centrifugal self priming ,
Size: 3”X3”) = 550 Ltr./Min.
•Therefore,
• Total time (for such pump) = 64848.5 hr.
• Diesel to be burnt = 48636.4 Ltr. (When, diesel requirement for such
pump = 0.75ml/ Hr.)
23. Contd.
• Rate CO2 emission =2.7 Kg/Ltr. Of diesel (Ref: http://timeforchange.org/what-is-a-carbon-footprint-definition)
• Therefore,
-Quantity of CO2 possibly could have emitted = 131.32 ton. (approx)
In one year (Rabi season) we can restrict this
amount of ‘C’ emission
Considering the life of this DBI project=30years
Total reduction in CO2 emission=3939.6 ton
24. Few steps ahead…
Requirement of fartilizer in one
bigha (Kg)
Total requirement in the command
area (428 Ha.) (in
Kg)
Ha. Bigha Urea MOP SSP 10:26:26 DAP Urea MOP SSP 10:26:26 DAP
Wheat 101.00 754.49 3.6 1.7 0.2 7.3 0 2716 1283 151 5508 0
Vegetable 254.32 1899.8 5 2.3 1.8 13.7 1.5 9499 4370 3420 26027 2850
Paddy 430 3212.1 6.1 1.3 1.1 10.7 0.1 19594 4176 3533 34369 321
TOTAL 31809 9828 7104 65905 3171
Traditional fertilizer practice in the command area:
25. Few steps ahead…
Contd.
Emission
CH4
N2O
Water logging in paddy field
and use Chemical fertilizer,
i.e. - Urea, MOP, SSP, DAP
etc.
Atmosphere
Chemical Fertilizer
Promoting SRI method of
paddy cultivation
Organic Manure
Less water logging in paddy
fields
Potentiality for leveraging carbon credit