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BRAHMAPUTRA-GODAVARI LINK

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Presentation on theme: "BRAHMAPUTRA-GODAVARI LINK"— Presentation transcript:

1 BRAHMAPUTRA-GODAVARI LINK
By Manoj Kumar Sinha Former Executive Member, Narmada Control Authority and Chief Engineer, Central Water Commission, New Delhi Presently working as Senior Consultant, NWDA

2 Outline of presentation
Background Interdependency of Himalayan links Different Series of Dependency and JTF link (Alternative to MSTG) MSTG Link, Part of Series-I Comparative study of three Scenarios of MSTG Links under consideration Proposed transfer from various links based on PFR of MSTG Proposed transfer from various links based on Draft FR of MSTG Issues Involved Conclusion

3 Background of Himalayan links and need for its prioritization
IDENTIFIED LINKS OF NWDA UNDER NPP In 1980, MOWR & CWC prepared a National Perspective Plan (NPP) for water resources development involving inter-basin transfer of water. The NPP comprised of two main components- (a) Himalayan River Development and (b) Peninsular River Development. Subsequently, NWDA identified 30 links under NPP out of which 14 links are part of Himalayan component whereas remaining 16 links are part of Peninsular links. From the inception of NWDA, emphasis has remained on Peninsular links on the plea that these links do not involve international aspect. NEED FOR PRIORITISATION OF HIMALAYAN LINKS In fact, NWDA was setup as an autonomous Society in the year 1982 with initial mandate of carrying out prefeasibility/ feasibility studies of Peninsular links only. About ten year later, the studies of Himalayan component was added to NWDA’s mandate. The whole planning of Peninsular links is based on surplus water of Mahanadi and Godavari rivers. With the changing political scenario in the country and tough stand being taken by Odisha and Telengana, the implementation of Peninsular links does not appear feasible. As such, Himalayan links which were in back seat would have to be prioritised and brought forward not only to ensure their implementation but also to ensure implementation of some of the Peninsular links.

4 Proposed Inter-Basin Water Transfer Links

5 Interdependency of Himalayan links
Dependent Links (Series-I)-Under Himalayan component, there are three links, which are dependent on single link, i.e. Manas-Sankosh-Teesta-Ganga (MSTG) link. These links are: (i) Farakka-Sunderbans link, (ii) Ganga (Farakka)-Damodar-Subernrekha link, and (iii) Subernrekha-Mahanadi link. Dependent Links (Series-II)- Himalayan links, such as (i) Gandak-Ganga, (ii) Ghaghra-Yamuna, (iii) Sarda-Yamuna, (iv) Yamuna-Rajasthan, (v) Rajasthan-Sabarmati, (vi) Chunar-Sone Barrage and (vii) Sone dam-STG links are inter-dependent. Gandak-Ganga and Ghaghra-Yamuna links are supposed to take over the existing commands of Sarda Project and Sarda Sahayak Pariyojna and as a result, whatever savings will be there in Sarda water, the same will be taken forward to other links through Sarda-Yamuna link. Therefore, these seven links can be considered as another system. Further additional water made available in river Ganga through Gandak Ganga link and Ghaghra-Yamuna links will make Chunar(Ganga)- Sone Barrage and Sone dam-STG link feasible. Dependent Links (Series-III)- Kosi-Ghaghra and Kosi-Mechi links are dependent on the same headworks, i.e., Kosi High dam in Nepal. So both these links are inter-dependent Most of the Himalayan links are inter-dependent.

6 Alternative to MSTG Out of 14 Himalayan links, Series-I, Series-II and Series-III consist of four, seven and two links respectively, thus making thirteen links under three categories. Remaining one Himalayan link is Jogighopa-Teesta-Farakka (JTF) link which was planned as an alternative to Manas-Sankosh-Teesta-Ganga (MSTG) link. In fact MSTG link envisages construction of two dams, i.e., Manas and Sankosh dams in Bhutan territory. So it was thought that if these two dams in Bhutan do not come up for any reason, in that case, Brahmputra water will be brought through JTF link which lie in Indian Territory. Now this project is considered as dropped for all practical purposes.

7 MSTG Link, Part of Series-I
MSTG link envisages diversion of 43 BCM surplus water from Manas and Sankosh rivers (Tributaries of Brahmaputra river) with supplementation from four intermediate major streams i.e. Aie, Raidak, Torsa and Jaldhaka. As per PFR (1997), the link envisages construction of two dams on rivers Manas and Sankosh respectively inside Bhutan territory with a link canal for irrigation and diversion of substantial quantum of water to river Ganga upstream of Farakka barrage. Out of these two dams, the DPR of Sankosh H.E. Project envisaging construction of Sankosh dam has already been prepared by CWC and its techno-economic appraisal in CWC/CEA is reported to have been completed. On the other hand, the survey and investigation of Manas dam is yet to be taken up. Ministry of External Affairs has been pursuing Govt. of Bhutan to bring Manas H.E. project on their priority list. As such implementation of Manas dam is going to take considerable time. In view of above constraint of Manas dam and Reserved forest areas falling in the alignment of this link, it was decided to take up this link in two phases. Phase-I of this link will be implementation of Sankosh-Teesta-Ganga link only (without considering contribution of water from Manas dam for the time being) and avoiding the Reserve Forest area from the alignment to the maximum possible extent while Phase-II will involve addition of contribution of water of Manas dam and tributaries in between Manas and Sankosh dams to the Phase-I to make originally envisaged MSTG link. Keeping above decision in view, NWDA has prepared draft Feasibility Report of MSTG link after carrying out the requisite surveys and investigation for three Scenarios.

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9 MSTG Link, Part of Series-I(Contd.)
Scenario-1 Considering both Manas and Sankosh dams (Here contribution of both the rivers are proposed to be taken from proposed new barrages on both the rivers in Indian territory, when both Manas and Sankosh dams are in position)  Scenario-2 Without Manas dam but with Sankosh dam ( Here contribution of both the rivers are proposed to be taken from proposed new barrages on both the rivers in Indian territory, when Manas dam will not be in position but Sankosh dam will be there)  Scenario-3 With Sankosh dam only (Sankosh-Tista-Ganga link) (Here contribution of Sankosh river is proposed to be taken from proposed new barrage on Sankosh river in Indian territory, when Sankosh dam is in position). This alternative is practically proposed Phase-I of MSTG link) Earlier link canal alignment having 66 km tunnel in Bhutan portion was studied by WAPCOS. However MEA was of the perception that Bhutan would not agree to the proposal of tunnel in their territory. As such Link alignment involving tunnel, suggested by WAPCOS, has been dropped. Here in this paper we are concerned with Alternative-I as this is the final scenario likely to emerge. So the same has been discussed as under:

10 National Water Development Agency
10 National Water Development Agency 10

11 Comparative study of three alternatives
ITEMS As per PFR ALTERNATIVE-I ALTERNATIVE-II ALTERNATIVE-III LENGTH (Km) 457 488 378 LIFT INVOLVED (m) Gravity 82 m in 7 stages 72 m in 6 stages FSL at Offtake point m 56.00 m 56.10m FSL at outfall in Tista 114.0 m 114.0m FSL at outfall in Ganga 29.89 30.86 m CCA (Ha) 6,53,000 3,72,000 ha 1,78,606 ha Annual Irrigation Water Utilisation including Losses 5295mcm 4225 MCM 4249 MCM 2O27 MCM Proposed Diversion 43208 mcm 36383 MCM 37242 MCM 19636 MCM Total Cost (Rs in crore) 11670 (93-94 P.L) ( P.L) B.C.RATIO 1.2 2.251 2.266 2.604 IRR 11.95% 28% 30%

12 Links under consideration
Farakka-Sunderbans link (H) Ganga-Damodar-Subernrekha Link (H) Subernrekha-Mahanadi Link (H) Mahanadi-Godavari Link (P) MSTG link is mother link for following four links :

13 Details of proposed transfer from various links based on PFR of MSTG
S.N. Name of link Proposed Transfer at Offtake Point Total Enroute Utilisation including Transmission Losses Proposed Transfer at Outfall Point Remarks 1. MSTG 43208 5295 37913 As per PFR 2. FS 9000 2000 7000 As per draft FR (For Kolkata Port) 3. GDS 28913 11013 17,900 4. SM 17900 7113 10.787 5. MG (Manibhadra- Dowlaiswaram) 12165 (with Godavari water) 5665 6500 As per FR

14 Details of proposed transfer from various links based on Draft FR of MSTG
S.N. Name of link Proposed Transfer at Offtake Point Total Enroute Utilisation including Transmission Losses Proposed Transfer at Outfall Point Remarks 1. MSTG 36383 4225 32158 As per FR 2. FS 4000 2000 Without disturbing irrigation requirement, water required for Kolkata port has been reduced. 3. GDS 28158 11013 17145 4. SM 7113 10032 5(i). MG (Manibhadra- Dowlaiswaram) 12165 (with Mahanadi water) 5665 6500 5(ii) MG (Baramul- 10032 (without contribution from Mahanadi) 4367 As per suggested distribution

15 Issues involved Bilateral agreement on Manas dam
Water availability of MSTG at Draft FR stage Shifting of Offtake point of GDS link from Farakka barrage to 60 km upstream Review of demand of Farakka- Sunderbans link Inclusion of additional command, if any, on the request of West Bengal Shifting of offtake point of MG link from Manibhadra to Baramul Integration of six projects of Orissa into MG link

16 Conclusion Without dropping FS link Dropping FS link
If the original proposal of FS link envisaging diversion of 9000 MCM is retained, the quantum of water available for diversion in GDS link, SM link and MG link will be MCM, MCM and 5032 MCM respectively. This shows that water available for MG link is not even sufficient to meet the enroute demand of 5665 MCM of MG link,  Dropping FS link If the proposal of FS link is totally dropped, , the quantum of water available for diversion in GDS link, SM link and MG link will be MCM, MCM and MCM respectively. This shows that water available for MG link would be sufficient enough to meet the total demand of MCM of MG link, Partly reducing requirement of FS link If the proposal of FS link is retained with its partial requirement as shown in Table no. 2, the quantum of water available for diversion in GDS link, SM link and MG link will be MCM, MCM and MCM respectively. This shows that water available for MG link would be sufficient to meet the enroute demand of 5665 MCM of MG link and deliver 4367 MCM of water into Godavari against the earlier planned quantum of 6500 MCM

17 Thank you for your kind attention
Coming together is beginning Keeping together is progress Working together is success.

18 Backup Slides

19 Lifting Sl.No. RD in Km Height of lift (m) Location Stage-I 104.959 10
At nala (This wouldn’t be required in Alt.III) Stage-II 12 At Chel river Stage-III 22 At Duduya Nadi Stage-IV 13 Plain area Stage-V At Neora river Stage-VI 7 At Phuijhora river Stage-VII 6 Left bank of Tista river to outfall into Tista barrage Total 82

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21 National Water Development Agency
21 National Water Development Agency 21


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