Project Background
The Government of the Union of Myanmar has requested a loan from the OPEC Fund for International Development (OFID) to assist in financing the completion of two separate irrigation projects – Thonze and Kabaung. The irrigation schemes were selected by the Government from a longer list. In these two schemes, the headwork in the project areas has been recently completed but there is a need to complete the development of the command areas.
Project Objectives
The project objective would be to complete construction of two irrigation schemes. The project would also develop and strengthen the water users associations in the irrigation system to improve the efficiency of the water distribution and raise the incomes and livelihoods of rural people in a sustainable manner.
Project Description
The project has three components:
Component (1): Construction of Irrigation and Drainage System - The project would complete the Thonze and Kabaung irrigation and drainage schemes through construction of main, distributary and minor irrigation canals and drainage canal distribution networks, and associated water control structures. The project would cover a net serviceable command area of 38,700 ha benefiting 14,000 small holder farm families (80,000 persons). Since the dams and headwork are already completed in both schemes, the irrigation can be realized immediately after completion of distribution networks.
Component (2): On Farm Development works, WUA Formation and Capacity Building - The project would construct 1,930 water courses (about 1,280 km) and on-farm drains by direct participation of beneficiary farmers using Participatory Irrigation Management (PIM) principle. The component also aims at maximising and sustaining the project’s benefits by strengthening farmers’ knowledge on-farm irrigation development and water management. This will be done by a series of outreach training sessions targeting farmer representatives in the Project command area. Field staff from relevant Government O&M agencies will be trained as trainers, thus their technical knowledge base and skills to interact with farmers would be further strengthened.
Component (3): Project Engineering, Management, Monitoring and Evaluation -The project would finance detail engineering survey and investigation, detailed design and construction drawings, quality control including environment impact monitoring and assessment and related incremental expenses.
Executing Agency
The Irrigation Department (ID) under the Ministry of Agriculture and Irrigation (MOAI) will be the executing agency, responsible for the project implementation and management under a Project Manager with the level of Deputy Director General. Overall coordination of the project activities would be through a Project Steering Committee, chaired by the Deputy
Minister of Ministry of Agriculture and Irrigation (MOAI) and
Secretary as Director General of Irrigation Department (ID) ( under
the notification No. 75/2007 dated 21.Dec.2007 of MOAI ). Project monitoring would be the responsibility of the Department of Agricultural Planning (DGDAP) and project evaluation would be the responsibility of the Settlement and Land Records Department (SLRD) of MOAI.
Project Justifications
The project has been prepared taking full account of technical feasibility, economic viability, positive environmental and social impacts and sustainability.
Environmental Assessment
The environmental impacts resulting intensification of agriculture have been assessed and mitigation measures proposed would ensure that negative impacts of irrigation are successfully and effectively mitigated. In effect, the project would generate positive environmental benefits in terms of groundwater recharge, and more effective water management through better on-farm water management practices; controlling water logging and flooding through investment in surface drainage distribution systems and on-farm drainage. In addition the project through the drainage investment would reduce Malaria and other water-borne diseases.
|
Map 1 - Location of the Proposed Irrigation Schemes |
 |
Information on completed Irrigation Head works of both Projects
Thonze Dam Project
Thonze Dam Project is situated in Tharyarwady Township, Bago Division. The proposed dam site is located about 7.3 km U/S of Hlelangu village (Map ref: 85 O/14- Grid F - 314530). The catchment area at proposed dam site is about 228.4 Km2. The Thonze river bed level at the dam site is 29.2 meter above mean sea level (m.s.l) and the ground level of the highest abutment hilly part surrounding the dam axis is about 83 m above m.s.l.

Salient Features of Thonze Dam and Appurtenant Structures
The construction of Dam and appurtenant structures, such as outlet works, service and emergency spillways including the diversion weir downstream of the dam have been completed since FY2004-2005. Some salient features of the completed dam and appurtenant structures are shown below.
| Hydrology |
|
|
| Catchment area at dam site |
|
228.4 Sq-km |
| Average annual discharge at dam site |
|
215.9 mil m3 |
| 1:1000 year flood |
|
1511.8 Cumec |
| Dam |
|
|
| Dam crest level |
R.L. |
75.0 m.a.m.s.l |
| Full Tank level |
R.L. |
71.3 “ |
| Chaung Bed level |
R.L. |
29.3 “ |
| Dead Storage level |
R.L. |
49.3 “ |
| Dam Height |
|
45.7 m |
| Dam length |
|
402.4 m |
| Full Tank Storage Capacity |
|
293 million m3 |
| Dead Storage Capacity |
|
10.9 “ |
| Type of Conduit |
|
1.2 m x 1.8 R.C.C Barrel |
| Conduit length |
|
155.5 m |
| Design Discharge of Conduit |
|
28.3 Cumec |
| Sill level of conduit |
R.L |
48.7 m.a.m.s.l |
| Type of Spillway |
|
Ogee Type R.C Concrete |
| Spillway width |
|
30.48 m |
| Design Discharge of Spillway |
|
219.4 Cumec |
| Irrigable area |
|
20,000 ha |
| Cropping area |
|
40,000 ha |
| Main Canal (Total Length) |
|
42.2 Km |
| Dy irrigation Canal |
|
46.8 Km |
| Minor Canals |
|
67.8 Km |
| Emergency Spillway Length |
|
183 m |
| Diversion Weir |
|
|
| Weir Type |
|
Overflow Concrete weir (Ogee shape) |
| Weir Length |
|
45.7 m |
| Weir Height |
|
8.3 m |
| Head Regulator (left) |
|
3 openings of 1.5 m x 1.68 m gates |
| Head Regulator (right) |
|
4 openings of 1.5 m x 1.68 m gates |
| Project Cost-Benefit |
|
|
| Total Project Cost |
|
1359.17 Million Kyats |
| Financial Internal Rate of Return |
|
2 % |
| Economic internal rate of Return (EIRR) |
|
29.87 % |
Kabaung Dam Project
Kabaung Dam Project is situated in Oaktwin Township of Taungoo District, Bago Division. The proposed dam site is located about 23 km south west of Oaktwin town (Map ref: 94 B/1- Grid 655920). The catchment area at proposed dam site is about 1087 Km2. The Kabaung river bed level at the dam site is 69.2 meter above mean sea level (m.s.l) and the ground level of the highest abutment hilly part surrounding
Salient Features of Kabaung Dam and Appurtenant Structures
The construction of Dam and appurtenant structures, such as saddle dam, outlet works, service spillway have been completed FY2006-2007.
The diversion weir downstream of the dam is still under construction and planned to be completed in FY2007-08. Some salient features of the completed dam and appurtenant structures are shown below.
Hydrology |
|
| Catchment Area at dam site |
1082.6 sq-km |
| Average Annual Discharge at dam site |
851.1 mil km3 |
| 1:1000 year Flood |
4184.7 Cumec |
| Dam |
|
| Dam crest Level |
R.L. 128.0 m a.m.s.l |
| Full Reservoir Level and Water Spread |
R.L. 122.0 m a.m.s.l |
| Water Spread at Full Reservoir |
5,930 ha |
| Maximum Water Level at PMF |
R.L. 126.8 m a.m.s.l |
| Dead Storage Level |
R.L. 92.4 m a.m.s.l |
| River Bed Level |
R.L. 69.2 m a.m.s.l |
| Dam Height and Length |
58.8 m and 248 m |
| Full Storage Capacity |
1,084 million m3 |
| Dead Sorage Capacity |
116 million m3 |
| Type of Conduit |
6.5 m dia R.C.C. Tunnel |
| Length of Conduit |
366 m |
| Designed Discharge of Conduit |
79 m3/sec |
| Sill Level of Conduit |
R.L. 85.0 m a.m.s.l |
| Type of Spillway |
R.C.C. Ogee shaped |
| Crest Length of Spillway |
32.3 m |
| Axis Length of Spillway |
274.3 m |
| Designed Discharge at (1000 Yr) |
694 m3/sec |
| Routed discharge at 10,000 Yr |
704 m3/sec |
Diversion Weir |
|
Weir Type |
Overflow Concrete weir (Ogee shape) |
Weir Length |
45.7m (six bays) |
Weir Height |
7.6 m |
Head Regulator (Right) |
3 openings of 1.8 m x 1.68 m gates |
Head Regulator (Left) |
2 openings of 1.8 m x 1.68 m gates |
| Irrigable Area |
40,000 ha |
| Cropped area |
69,600 ha |
Cropping Intensity |
174 % |
| Main Canal 3 Nos., Total Length |
90.1 Km |
| Distributaries 3 Nos., Total length |
38.6 Km |
| Main Right Canal Section |
6.7 m base Trapezoidal section |
| Side slope |
1.5 H to 1.0 V |
Project Cost-Benefit |
|
Total Project Cost |
7865.4 Million Kyats |
Financial Internal Rate of Return (FIRR) |
21.08 % |
Economic internal rate of Return (EIRR) |
18.35 % |
|