http://mlbboards.com News & Information: Agriculture:- Model Bankable Projects in India | Minor Irrigation : Pumpsets Part - 1 --- www.nabard.org

Agriculture:- Model Bankable Projects in India | Minor Irrigation : Pumpsets Part - 1 --- www.nabard.org

Agriculture:- Model Bankable Projects in India


Minor Irrigation : Pumpsets Part 1


Pumpsets
Field studies by NABARD and other agencies like Indian Pump Manufacturers' Association, Indian Diesel Engine Manufacturers' Association, Petroleum Conservation and Research Association, Rural Electrification Corporation, Institute of Co-operative Management, have revealed that most of the agricultural pumpsets selected and installed operate at much lower efficiency than desired. This is because of improper selection and installation of pumpsets by farmers who are often guided by the dealers and village mechanics. The financing institutions and other agencies who advance loans for pumpsets are expected to help farmers in proper selection and installation.

Improper selection of pump, prime mover and accessories results in wastage of energy and fuel causing financial burden to farmers and the nation. The Bureau of Indian Standards (BIS) has already brought out a standard IS-10804 (1994) for selection of efficient pumpsets. NABARD has conducted workshops to educate bank officials and farmers in proper selection and installation of agricultural pumpsets. This document on "Selection and Financing of Agricultural Pumpsets" is an endeavour to help bank officers, farmers and other agencies in selecting an energy efficient pumping system and would serve as a ready reckoner. The criteria for selection mentioned in the document are for guidance only. This document is also available on www.nabard.org. Any suggestion for further improvement is welcome.

CONTENTS

FIELD STAFF GUIDE

Introduction
Minor Irrigation Units
Existing Well Practices
Suggested Well Dimensions
Agricultural Pumpsets
Selection of Centrifugal Pump
Selection of Electric Motor
Selection of Diesel Engine
Selection of Suction and Delivery Pipes
Selection of Foot Valve
Farmers' Guide for Selection of Agricultural Pumpsets

FINANCING OF AGRICULTURAL PUMPSETS

Cost of Pumping System
Loan for Pumping System
Repayment Period
Economics
Subsidy
Rate of Interest
Maintenance And Repairs of Centrifugal Pumpsets
Further Guidance



ANNEXURES
  • Matrix for Selection of Agricultural Pumpsets - with RPVC Pipes
  • Matrix for Selection of Agricultural Pumpsets - with G.I. Pipes
  • National Bank Circular on Quality Control of Agricultural Pumpsets
  • Average Unit Cost of Complete Pumping System
  • National Bank Circular on Unit Cost under Schematic Lending
  • Economic Analysis of Financing of Agricultural Pumpset
Introduction

The necessity of having simple field oriented guidelines for selection of proper agricultural pumpset and its accessories arises out of the fact that studies so far conducted by various agencies in the country indicate that even at present majority of pumpsets are improperly selected, incorrectly installed and have deficiencies in selection of not only the major components of a pumpset namely, pump and motor but also in selecting proper size of suction and delivery pipes and foot valve. Studies have indicated that a farmer can save over his present expenses for pumpset operation if his pumping system is properly selected compared to an improper selection and installation. Such correct selection would not only salvage the farmer from his avoidable yearly financial loss but would also save the nation power by way of savings in diesel oil consumption and electric power input to the large number of pumpsets used in agricultural operations.
Minor Irrigation Units

A farmer generally draws water either from a dugwell or a shallow tubewell fitted with a pumpset. In both cases a horizontal centrifugal pumpset is mostly used. In all future references in this document such a unit would be called as 'well and a pumpset'.

When a farmer decides to construct a well his first worry is to make an estimate about the volume of water he can expect from the well. The most convenient way to have an idea about this is to go to a nearby similar working well and find out the discharge that is being obtained from it. This type of field survey would also give an idea about the depth to water below ground level from where it has to be lifted. In an unexplored area where no ground water pumpage structures exist, the expected yield from well requires certain hydrogeological estimates for which guidance from the State Ground Water Department could be taken.

Criteria recommended in this document  are in conformity with IS-10804 (1994) for selection of a complete pumping system (Fig.1) by Bureau of Indian Standards. This not only gives norms for estimation of head and discharge on a farmer's well but also indicates the steps that are required for proper selection of a pumpset and its accessories in accordance with the head and discharge conditions at a well.
Selection of Electric Motor

1.   Monobloc pumpset should be preferred over coupled pumpsets.
2.   The BHP of the pump should match power output of the prime mover. However, for practical considerations the BHP of the prime mover is always kept about 10 percent more than what is theoretically required for the pump.
3.  The efficiency of the motor as declared by the manufacturer should be considered. IS-10804 (1994) has provided the range of the following minimum efficiency ratings (Table V).
TABLE I

Range of yield and Size of Existing Dugwells in India
Sr. No.
Well Size
Saturated thickness of
formation
(m)
Discharge
(liters /sec)
States where encountered
Diameter
(m)
Depth
(m)
I. HARD ROCK AREAS
1
3 to 4
20 to 25
6 to 8
4 to 6
Rajasthan, Gujarat
2
4 to 6
10 to 15
4 to 5
4 to 6
UP, MP, Orissa, Bihar, Kerala
3
5 to 7
10 to 20
4 to 5
4 to 6
MP, AP, Tamil Nadu, Karnataka, Maharashtra
II. ALLUVIAL AREAS
4
2 to 3
20 to 50
6 to 8
5 to 6
Rajasthan, Gujarat
5
2 to 3
15 to 30
4 to 5
6 to 10
UP, Bihar, Orissa

TABLE II

Range of yield and Size of Existing Shallow
Tubewells in Alluvial Formations in India
Sr. No.
Well Size
Saturated thickness of aquifer tapped
(m)
Discharge
(liters/sec)
States where encountered
Diameter
(m)
Depth
(m)
1
80 to 100
30 to 45
10 to 15
8 to 12
Punjab, Haryana, Western UP
2
80 to 100
30 to 45
10 to 15
8 to 10
Eastern UP, Orissa, Bihar, Assam
3
80 to 100
30 to 50
10 to 15
8 to 10
West Bengal
Suggested Well Dimensions
Along with the existing type of irrigation wells, it would be desirable to indicate the well dimensions that would be appropriate for a given set of conditions existing in an area. For this purpose the most important consideration is the type of water yielding strata encountered in a well. This is also called an aquifer. For design purpose these water yielding strata have been grouped here into three categories as below.

1. Excellent
2. Very Good
3. Good

The recommended design of irrigation wells for the above three categories of aquifers are given in Tables III and IV both for Dugwells and Shallow Tubewells/Borewells.
TABLE III

Expected Yield and Size of Dugwells in
Hard Rock and Alluvial Areas
Sr. No.
Type of Aquifer
HydraulicConducti-vity
(m/day)
Well size
Thickness of Aquifer required
(m)
Average Discharge
(liters /sec)
Diameter
(m)
Depth
(m)
I. HARD ROCK AREAS
Excellent
20
3
10 to 15
5
5
15
4
12 to 15
5
5
Very Good
12
5
10 to 15
5
5
10
6
15 to 18
5
5
Good
8
6
12 to 20
5
4
II. ALLUVIAL AREAS
Excellent
40
2.5
10 to 15
4
8
Very Good
30
2.5 to 3
10 to 15
4
7
Good
20
3.5 to 5
15 to 20
4
6
TABLE IV

Expected Yield and Size of Shallow Tubewells/Borewells
in Alluvial and Hard Rock Areas
Sr. No.
Type of Aquifer
Hydraulic Condu-
ctivity
(m/day)
Size of Well
Thickness of Aquifer required
(m)
Average Discharge
(liters /sec)
Diameter
(mm)
Depth
(m)
I. ALLUVIAL AREAS
Excellent
40
80 to 100
30
10
8 to 12
Very Good
30
80 to 100
40
12
8 to 10
Good
20
80 to 100
50
12
8 to 10
II. HARD ROCK AREAS
Excellent
20
80 to 100
45
10 to 15
6
Very Good
12
100 to 150
45
20 to 25
5
Good
8
100 to 150
50
20 to 25
4

Agricultural Pumpsets

A complete pumping system for lifting water for irrigation comprises of the following main components.

1. Centrifugal Pump (coupled or monobloc)
2. Prime Mover - Electric Motor or Spark Ignition Diesel Engine
3. Piping System - Suction and Delivery pipes
4. Foot Valve, Reflux Valve
5. Pipe Fittings (Bends and other Fittings)

All the above components constitute a pumping system. Each of the above components has to be properly selected to match the field requirement. If any component is wrongly selected, it makes the system inefficient. Thus, an efficient pumping system aims at maximum output at minimum capital and operating cost. Proper selection of an agricultural pumpset requires estimation of discharge and head over which water is to be lifted. The discharge required depends on peak irrigation requirement of crops grown in the command area of the well. Hydrogeological conditions should be such that this discharge is available from the well. The total head comprises of maximum depth to water in the well, depression in the water level during pumping and friction losses in the piping system and allied fittings, valves, etc.

Having estimated the maximum discharge and head over which water is to be lifted, a right pumping system should be selected so that it works efficiently with minimum operating cost.

Guidelines given below would be helpful in selecting a centrifugal pumpset for agricultural purposes. Centrifugal pumpsets normally operate at 440 volts 3 phase power supply and at an RPM of about 1500. These guidelines are meant for guidance of technical staff in the banks and other extension workers for selecting a proper pumping system for a farmer.

Selection of Centrifugal Pump

The following are the main guidelines for selection of Centrifugal Pumps.
  1. The Brake Horse Power (BHP) required for a pump can be calculated from the following formula :
BHP = ( Q x H ) / ( 75 x e )

Where Q = Discharge in liters per second
H = Total Head in meters (including friction losses)
e = Efficiency of the pump, as percentage
For belt drive pumps the BHP may be increased by about 10 percent.

2.      The pump should be selected so as to have a maximum efficiency at the operating head likely to be obtained during peak demand period. For example, if the duty condition of the system is for a discharge of about 8 litres/sec at a total head of approximately 11.4 m then the centrifugal pump for which the characteristic curves have been given in Fig. 2 will be ideally suited as the same will have efficiency nearly at optimum level at the operating conditions. If, however, the duty condition of the system demands a discharge of about 12 litres/sec at a total head of about 11 m, this particular pump will not be suitable for the purpose as the pump will not give the requisite discharge at that head and also its efficiency will be much lower than optimum. In that case another suitable pump will have to be selected which will operate at optimum or near optimum efficiency at the required duty condition of total head and discharge.

3.      For the site conditions of head and discharge the centrifugal pump should have the minimum efficiency of 43 percent as per the efficiency curves provided by Bureau of Indian Standards (BIS) under IS-10804 (1994).

4.      On practical considerations the vertical distance between the deepest water level at which the pump would be required to operate and centre line of the pump should not be more than 5 metres.

5.      The pump should have BIS certification conforming to IS - 6595 or IS - 9079 or IS-11501.

6.      The pump which has a maximum efficiency for the head and discharge required at site should be selected from a range of BIS marked pumps available in market. This criteria should over-ride cost considerations.

7.      Only those pumps for which genuine spare parts are readily available should be preferred.

8.      Only those pumps for which after sales service is easily and effectively available should be preferred.

9.      The pumps which have reputation of giving efficient and trouble free service should be preferred.
Selection of Electric Motor

1.      Monobloc pumpset should be preferred over coupled pumpsets.
2.      The BHP of the pump should match power output of the prime mover. However, for practical considerations the BHP of the prime mover is always kept about 10 percent more than what is theoretically required for the pump.
3.      The efficiency of the motor as declared by the manufacturer should be considered. IS-10804 (1994) has provided the range of the following minimum efficiency ratings (Table V).


No comments: