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सुचना तथा समाचार सम्पर्क गर्नुहोस प्रसासकिय लगइन

Introduction: Praganna Kulo Irrigation System

Praganna Kulo Irrigation System (PKIS) is originally an age old system of Farmers Managed Irrigation System (FMIS), situated in Deukhuri valley of Dang district in the mid-western part of the country (Fig. 1). This system has been developed by farmers themselves around 100 years ago without any financial support from government.   The jtotal net command area of this system is 5799 ha. The source of water for the system is West Rapti River. Three side intakes are built in right bank of the West Rapti river. Apart from this, two local streams originated from Siwalik ranges namely Dolai khola and Singai khola is also harnessed to supply the water in command area.      

West Rapti River is a perennial river, situated in the Mid-Western Development Region. The river originates from Mahabharat ranges. Surface runoff and ground water recession are the primary source of discharge in the river. As a result, there exists a large temporal and spatial variation in flow. Jhimruk River and Mari River are the two main tributaries of the West Rapti River. The catchments area of this river comprises of mainly forest, settlement, cultivated land, water bodies, wasteland and grazing land. The catchment area of the basin at 700m downstream of Bhalubang Bridge of East –West Highway, is about 3903.74 km2

Figure:  Location Map of Praganna Irrigation System

 

PKIS has been rehabilitated and modernised with a loan assistance from the Kuwait Fund for Arab Economic Development (KFAED). According to the feasibility study report prepared by a local consultancy in 1996, KFAED agreed financial loan assistance of equivalent to One Million Five Hundred Fifty Thousand Kuwaiti Dinars (1,550,000 KD) in accordance with the agreement (Loan No. 552) signed on 26 October 1998. Its effective period being from 1 January 1, 1999 to July 15, 2006. Thus, DoI instigated the project named Praganna Kulo Irrigation Project (PKIP) in January 1999 to rehabilitate and modernize the farmers managed irrigation systems (FMISs) towards providing assured irrigation in an area of 5977 ha.

The whole works under the project was accomplished through sixteen contracts. The construction of all the rehabilitation and modernization works of the project started in June 2002 (Jestha, 2059) and was substantially completed in time or in advance of the intended completion date, until 09 July 2006 (25 Ashad, 2063). 

 

2        Physical Aspects of the system


Several intakes are functioning to supply the water in command area. As the command area gets water from West Rapti River, Dolai Khola, Singai Khola, Kaudiya Khola and even local drains, a numbers of side intakes have been developed to divert water from those rivers and kholas.

1)      Intakes along West Rapti River

Three intakes, namely Intake No.1 at 0+000 km for Barakhutti Bankulo Main Canal (BBM) Systems (450 Ha), Intake No. 2 at 0+531 km for Kalapani Main Canal (KM) System (4400 Ha), and Intake No. 4 at 5+304 km for Bhanpur – Majhmeria Canal (BMM) System (950 Ha), have been constructed along the Right side of West Rapti River.

The intake 1 is designed to supply maximum of 3.3 m3/sec at water level of 297.39m in the river, the estimated High Flood Level (HFL) at this point of the river being 299.29 m. The intake 2 is intended to supply maximum of 2.2 m3/sec. The intake is designed such that it can supply 4.4 m3/sec when water level in the river is 295.57m when all the four gates are opened. It can supply 2.2 m3/sec when water level in the river is at 294.52 m and only three gates are opened. The estimated HFL at this point of the river is 298.58 m.

The intake 3 is intended to supply maximum of 4.75 m3/sec in BMM. This intake is designed such that it can supply 10.0 m3/sec when water level in the river is 280.28 m and 4.75 m3/sec when water level in the river is at 279.26 m. The estimated HFL at this point of the river being 282.28m.

2)      Intakes along Dolai Khola and Singai Khola

Three canal system, namely Narayanpur Canal, Lathawa – Paharwa canal (540 Ha), Dolai canal (60Ha), Tikuligadh canal and Panchgaon canal have been using water directly from Dolai Khola. All of these systems are a part of Kalapani main canal. In order to divert water into Narayanpur canal, a concrete HW (Dolai-I) with intake on the right bank Dolai Khola has been constructed in the north of East-West Highway (EWH). Lathawa-Paharawa canal has an open side intake on the right bank downstream of Dolai-I intake. For Tikuligadh canal and Dolai canal, intakes on the right bank of Dolai Khola as a gabion weir has been developed in the south of EWH.  A second concrete HW (Dolai-II) downstream from this gabion weir has been constructed to supply water into Panchgaon Canal System.

Tikuligadh link canal from the gabion weir over Dolai Khola terminates into Singai Khola to augment discharge in this. To supply into the Tikuligadh Main Canal over the Singai Khola, a gabion weir has been designed across this khola.

Similarly, Panchgaon link canal from Dolai II HW terminates into Singai Khola over which a concrete HW has been designed to supply into the Panchgaon Main Canal system on the right bank of this khola. The Panchgaon canal portion between these khola is termed Panchgaon link canal.

3)      Intakes over Kaudiya Khola

At Bankatti village in the south of EWH, a concrete HW has been designed to divert water on its right bank into Sanoghumna main canal. Thuloghumna main canal diverts water from this very khola via a ramshackle masonry HW constructed by Care Nepal sometime in the past further downstream near its outfall in Rapti River.

2.2  Canal Systems

The canal systems of PKIS is a network of canals that draws water form West Rapti, Dolai Khola, Singai Khola and Kaudiya Khola. PKIS has contour type canal network with different sources of intake as shown in figure 3. Although, there are three side intakes in West Rapti river and several kholas for water augmentation, the overall canal system is divided into four groups.

a)      Barakhutti Bankulo Canal: This canal system gets irrigation water from the intake 1. Feeder canal is 0.59 km originates from upstream of Bhalubang bridge while the main canal is 10 km. There are 12 major branches from main canal and several outlets are also provided from main canal. Only the southern part of command areas is irrigated form this canal network except some areas in the north by Uttar Masuriya Branch at chainage 5+075 of the main canal. Canal is currently in operation to chainage 8+866 (last branch outlet).

                                                           


Figure 3. 2 : Barakhutti- Bankulo Irrigation System


Table 3. 1 : Branch Off-takes in Barakhutti Bankulo Canal

S.N.

Chainage

Structure

Branch

Remarks

1

0+707

Outlet

Branch-1

Left side

2

1+023

Outlet

Branch- 2

Left side

3

2+490

Outlet

Branch- 3

Left side

4

3+372

Outlet

Branch- 4

Left side

5

3+649

Outlet

Branch- 5

Left side

6

3+795

Proportional divider

Branch- 6

Left side

7

4+941

Outlet

Branch- 7

Left side

8

5+075

Outlet

Branch- 8

Right side

9

5+476

Proportional divider

Branch- 9

Left side

10

6+711

Proportional divider

Branch- 10

Left side

11

7+650

Proportional divider

Branch- 11

Left side

12

8+866

Outlet

Branch- 12

Left side

 

            Table 3. 2 : Direct Off-takes in Barakhutti Bankulo Canal

S.N.

Chainage

Structure

Remarks

1

2+315

Outlet

Left side

2

2+717

Outlet

Left side

3

3+084

Outlet

Left side

4

3+175

Outlet

Left side

5

3+593

Outlet

Left side

6

3+960

Outlet

Left side

7

4+141

Outlet

Left side

8

4+169

Outlet

Left side

9

4+200

Outlet

Left side

10

4+262

Outlet

Left side

11

4+403

Proportional divider

Left side

12

4+474

Outlet

Left side

13

4+859

Proportional divider

Left side

14

5+343

Outlet

Left side

15

5+363

Proportional divider

Left side

16

5+434

Proportional divider

Left side

17

5+832

Outlet

Left side

19

7+160

Outlet

Left side

 

b)     Kalapani canal: This canal system gets water from intake no 2. This intake is the most successful intake among three intakes. The main canal system of Kalapani system is known as Syano Nadi, indicating high volume of water throughout a year. The main canal is 15.34 km long and there are 7 branches from main canal. Apart from these branches, there are few numbers of branches which are used to augment water in Singai and Dolai Khola without irrigating any command area on their way. These branches are basically link canal of Jogiya canal system.

c)      Jogiya canal: Jogiya canal system has same intake as Kalapani canal system. After 15.34 km of Kalapani main canal, the main canal onward is known as Jogiya canal. A number of canal systems are included in this canal system as all the western command area beyond Kalapani canal system have been irrigating through this canal system. The main network of this system is Narayanpur canal, Tikuligard canal, Pathargadwa canal, Panchaon canal and Kaudiya canals (Thulo Ghumna, Sano Ghumna & Ghumna Ghaiskurma). Narayanpur canal runs along northern toe hill of command area, which is 13.57 km. Tikuligard, 10.7 km canal runs around E-W highway irrigated very less command area irrespective of its length. Likewise, Panchgaon is the biggest canal of Jogiya canal system. This canal has 4.75 km of link canal via Dolai khola till Singai Khola. A side intake has been constructed at Singai Khola and its main canal length is 9.17 km. Pathargadwa/Rauniyapur canal is 6.18 km long. Kaudiya canals are small canal network which irrigate at south western part of command area. The total length of all three main canal is 6 km.

d)     Bhanpur -Majhmeria canal: Bhanpur – Majhmeria canal diverts water from intake 3. The main canal is 12.1 km long and has 20 branches. A high volume of gravel passes along the intake every year in the main canal. So, removal of gravel from main canal is challenging task in this canal network. Besides, river channelization needs to be done more than couple of times every year in West Rapti River.

Table 3. 3 : Branch Offtakes in Bhanpur -Majhmeria Canal

S.N.

Chainage

Structure

Branch

Remarks

1

1+425

Outlet

Branch- 1

left side

2

1+880

Outlet

Branch- 2

Right side

3

2+586

Proportional divider

Branch- 3 & 4

Both side

4

3+303

Proportional Divider

Branch- 5

Right side

5

4+468

Proportional Divider

Branch- 6

Left side

6

4+894

Proportional divider

Branch- 7

Left side

7

7+242

Proportional divider

Branch- 8

Left side

8

8+740

Proportional divider

Branch- 9

Right side

9

9+000

Proportional divider

Branch- 10, ,11, 12, 13

4 branches

10

10+330

Proportional divider

Branch- 14

Right side

11

10+565

Proportional divider

Branch- 15 & 16

2 branch, left side

12

12+170

Branch Outlet

Branch- 17

 

13

12+098

Proportional divider

Branch- 18, 19, 20

3 branches

 

Table 3. 4 : Direct Offtakes in Bhanpur -Majhmeria Canal

S.N.

Chainage

Structure

Remarks

376

1+815

Outlet

 

585

11+628

Outlet

 

591

11+827

Outlet

 



Figure 3. 3 : Bhanpur -Majhmeria canal Irrigation System


2.3  Irrigation Structures

A number of irrigation structures have been constructed along the canal. Each canal system from main canal to tertiary canal have been facilitated with lining, proportional divider, outlets, culvert and aqueduct. Most of proportional divider and outlets don't have gate in it, however a small c-section have been constructed along the head regulator and cross regulator on those dividers. Although, not all the irrigation structures have been marked and noted, most of them from main canal and branches have been marked (Annex). The total no of irrigation structures mainly culvert, aqueduct and divider have been listed in table below.

Table 3. 5 : Summary of Structures in Barakhutti Bankulo I.S.

S.N.

Structures

Nos.

Remarks

1

Desilting Basin

1

 

2

Aqueduct

9

 

3

High way crossing

1

 

4

Cattle Crossing

1

 

5

Drop

2

 

6

DUP

1

 

7

Escape

4

 

8

FB

23

 

9

Outlet

22

 

10

Prop. Divider

12

 

11

Super-passage

3

 

12

VRB

14

 

 

Table 3. 6 : Summary of Structures in Bhanpur Majhmeria I.S.

S.N.

Structures

No

Remarks

1

Outlets

6

 

2

Drop

1

 

3

Drain inlet

3

 

4

Escape

1

 

5

FB

2

 

6

Proportional divider

10

 

7

VRB

11

 

 

 

Command Area of the system

The overall gross command area of PKIS is 6684 ha and net command area is 5799 ha. In Deukhuri valley, PKIS is the major and largest irrigation system whereas Badkapath Irrigation System (under construction) with 4000 ha is the second largest irrigation system in left bank of West Rapti river. The other irrigation system Arjun Khola (400 ha) is located to western part of valley and left side of Arjun khola, which runs only on monsoon season with irrigation water from Ajun Khola. Apart from these, a command area of around 1200 ha land is still derived of surface irrigation on right bank of Arjun khola (lately Satbariya VDC).KIS has four major canal networks; indicating four major Command Areas (CA) irrigating from those canal network. As shown in table below, Barakhutti Bankulo CA, Kalapani CA, Jogiya CA and Bhanpur- Majmeriya CA has 450 ha, 2225 ha, 2174 ha and 950 ha respectively.


Table 3. 7 : Command Area of the canal system

S.N.

Canal

Length, km

GCA, ha

NCA, ha

1

Barakhuti Bankulo MC

10.59

530

450

2

Kalapani Praganna MC

15.34

2463

2225

3

Jogiya MC

4.30

2445

2174

4

Bhanpur Majhmeriya MC

12.10

1246

950

 


Total

6684

5799

 

WUA Status

Praganna Kulo Main Coordination Committee consists of two level organizations: Main committee, and Kulo committee. It was registered in 09/02/2057 B.S under District Water Resources Committee, Dang.

Main coordination committee is the governing unit of WUA in Praganna Kulo System. It consists of 15 executive members including four presidents from four main committee. There are four main committee under the main coordination committee. Each committee has 9 executive members whereas each main committee are parents committee of Kulo committee. Each Kulo committee has 5 executive members.  

Barakhutti Bankulo main committee receives water from Intake 1 of PKIS. There are 14 kulo committee under this main committee whereas Kalapani main committee and Jogiya main committee receive water from Intake 2. Kalapani has 15 kulo committees and Jogiya has 22 kulo committee. The main committee Bhanpur- Majhmeria main committee receives water from Intake 3 and 18 kulo committees are under it.

The overall composition of organization is given in the following table.

Table: Summary of WUAs

Organization levels

Total nos.

No. of Members

Total Members

Main coordination committee

1

11

11

Main committee

4

9

36

Kulo committee

69

5

345

 

So, a total 392 committee members are actively engaged to manage irrigation management and institutional set up of water user group in PKIS

 

 

 

2.4        Command Area of the system

The overall gross command area of PKIS is 6684 ha and net command area is 5799 ha. In Deukhuri valley, PKIS is the major and largest irrigation system whereas Badkapath Irrigation System (under construction) with 4000 ha is the second largest irrigation system in left bank of West Rapti river. The other irrigation system Arjun Khola (400 ha) is located to western part of valley and left side of Arjun khola, which runs only on monsoon season with irrigation water from Ajun Khola. Apart from these, a command area of around 1200 ha land is still derived of surface irrigation on right bank of Arjun khola (lately Satbariya VDC).



Figure 3. 4 : Command area of Praganna Irrigation System


PKIS has four major canal networks; indicating four major Command Areas (CA) irrigating from those canal network. As shown in table below, Barakhutti Bankulo CA, Kalapani CA, Jogiya CA and Bhanpur- Majmeriya CA has 450 ha, 2225 ha, 2174 ha and 950 ha respectively.

Table 3. 7 : Command Area of the canal system

S.N.

Canal

Length, km

GCA, ha

NCA, ha

1

Barakhuti Bankulo MC

10.59

530

450

2

Kalapani Praganna MC

15.34

2463

2225

3

Jogiya MC

4.30

2445

2174

4

Bhanpur Majhmeriya MC

12.10

1246

950

 


Total

6684

5799

 

2.5        WUA Status

Praganna Kulo Main Coordination Committee consists of two level organizations: Main committee, and Kulo committee. It was registered in 09/02/2057 B.S under District Water Resources Committee, Dang.

Main coordination committee is the governing unit of WUA in Praganna Kulo System. It consists of 15 executive members including four presidents from four main committee. There are four main committee under the main coordination committee. Each committee has 9 executive members whereas each main committee are parents committee of Kulo committee. Each Kulo committee has 5 executive members.  

Barakhutti Bankulo main committee receives water from Intake 1 of PKIS. There are 14 kulo committee under this main committee whereas Kalapani main committee and Jogiya main committee receive water from Intake 2. Kalapani has 15 kulo committees and Jogiya has 22 kulo committee. The main committee Bhanpur- Majhmeria main committee receives water from Intake 3 and 18 kulo committees are under it.

The overall composition of organization is given in the following table.

Table 3. 8 : Summary of WUAs

Organization levels

Total nos.

No. of Members

Total Members

Main coordination committee

1

11

11

Main committee

4

9

36

Kulo committee

69

5

345

 

So, a total 392 committee members are actively engaged to manage irrigation management and institutional set up of water user group in PKIS.

 

2.6        Agricultural Aspects

The main monsoon crop of PKIS is monsoon paddy followed by vegetable, whereas Pulses (Masuro) is main crop for winter period followed by oil seed (Tori). Most of land is left barren during spring season. Tori used to be main crop in winter season about 15 years back. But due to decreasing productivity of Tori, farmers are so frustrated by the degeneration of yields that they are on the verge of abandoning this crop. Therefore, special program with the on-farm needs assessment, problem identification, their diagnosis, programme planning and implementation should be executed to encourage framers on tori production.

Table 3. 9 : Cropping intensity in PIS

Canal System

Monsoon (%)

Winter (%) 

Spring (%)

Total

Paddy

Veg

Maize

Pulses

Oil seed

Wheat

Veg

Maize

Maize

Veg

Bhanpur

75.00%

5.56%


66.67%

2.78%

5.56%

1.67%




157.22%

Jogiya

75.00%

8.33%




41.67%

4.17%



4.17%

133.33%

Kalapani

65.75%

2.05%

0.68%

3.42%


20.55%

3.42%

41.10%

1.37%

3.42%

141.78%

Barakhutti

83.33%

8.33%

8.33%


58.33%

33.33%


8.33%



200.00%

 

 

 

 

 

 

 

 

 

 

 

158.08%

 

The average cropping intensity of the whole system is 158% as shown in table above. Maximum cropping intensity of 200% has be found in Barakhutti Bankulo command area whereas minimum of 141% cropping intensity is found in Kalapani command area.

The cropping pattern in general is Paddy-Pulses (Masuro) or Paddy – Maize.

The average summer paddy productivity is high in Jogiya command area with 5.71 t/ha whereas winter wheat is maximum in Kalapani command area with 2.5 t/ha as shown in table 6. The average productivity of summer paddy and winter wheat for whole command area is 5.2 t/ha and 2.42 t/ha.

Table 3. 10 : Productivity of Paddy and wheat of PKIS, 2074

Command Area

Summer Paddy (T/ha)

Winter Wheat (T/ha)

Bhanpur

5.33

2.44

Jogiya

5.71

2.38

Kalapani

4.75

2.50

Barakhutti

4.39

2.35

Minimum (whole system)

2.35

1.88

Maximum (whole system)

6.24

2.84

Average (whole system)

5.20

2.42