| P.P.Shelke | | | | A knowledge of pump characteristics enable the |
| Â | | | | selection of pump which is best adapted to a |
| Â The selection of right type of pump will require a | | | | particular set of conditions, thus obtaining a high value |
| knowledge of systems head and pump characteristics | | | | of efficiency at a low operating cost. For this |
| curves . The normal procedure is to first determine | | | | purpose, it is usual to plot the head, the power input |
| the system head curves and the desired discharge. | | | | and efficiency as ordinate against the capacity as |
| The characteristic curves or tables giving the | | | | abscissa at a constant pump speed. |
| performance of various models of pumps are used | | | | Â |
| to select the right type of pump, which will operate | | | | Â |
| efficiently at or near the desired discharge and the | | | | Â |
| systems total dynamic head. | | | | Â |
| Â | | | | Head capacity curve |
| System head curve | | | | Â Â Â Â Â Â Â Â Â Â Â The H-Q curve shows how much |
| The system head curve gives the relationship | | | | water the pump will deliver at a given head. As the |
| between the discharge and the total head in pumping | | | | discharge increases, the head decreases. |
| system. Â The contribution of various parameters to | | | | Efficiency capacity curve |
| the total head such as well drawdown, frictional head | | | | Â Â Â Â Â Â Â Â Â Â Â Â The efficiency capacity curve |
| and operating head usually increases with discharge. | | | | shows relationship between the efficiency and the |
|  | | | | capacity of the pump. The efficiency may be |
| To determine discharge drawdown relationship for | | | | observed to increases from O, when the discharge is |
| particular well, a pumping test should be done by | | | | O, to a maximum and then decreases. There is |
| adopting proper procedure. When the pump is used | | | | generally only one peak efficiency, which is related to |
| to lift water for operating a pressurized irrigation | | | | a specific capacity. Efficiencies vary with the type |
| system, the operating pressure is to be worked out | | | | of pump manufacturer and model. |
| using standard procedure and should be included in | | | | Â |
| the total head. | | | | Input power discharge curve |
|  | | | |             The  input power is related to |
| Discharge capacity of pumps : | | | | as the break horse power to drive the pump. The |
| The data on the safe discharge rate of the well ( or | | | | BHP- Q curve for a centrifugal ump increases as the |
| other source of water )Â and the discharge rate | | | | discharge increases, reaching peak at a somewhat |
| required for the crops to be irrigated with a particular | | | | higher rate of discharge than the which produces the |
| cropping pattern are estimated, if necessary cropping | | | | maximum efficiency. The nature of curve varies |
| pattern can be adjusted according to safe yield of | | | | with speed. |
| well in different season. Thus, pumps capacity | | | |  |
| should be designed considering two factors : 1) Safe | | | | Selection of proper centrifugal pump |
| yield of well and 2) Water requirement of selected | | | | Â Â Â Â Â Â Â Â Â Â Â A centrifugal pump is designed to |
| cropping pattern in peak periods. If there is no | | | | operate efficiently within specified range of capacity |
| constraint on the availability of water , the pump | | | | and total head when applied to a different set of |
| capacity may be determined on the basis of the | | | | conditions, the same pump will not work efficiently, |
| water requirement of the crops to be grown : | | | | irrespective of amount of power applied to operate |
| otherwise pumping plant is to be designed to match | | | | it. Therefore, by matching the system head curve |
| safe yield of well. The safe yields of wells can be | | | | for a range of discharges above design discharge |
| determined by conducting a pumping test. | | | | rate, with the characteristics of various models of |
| Â | | | | pumps, the right type of pump giving maximum |
| If discharge capacity of pump is to be designed from | | | | efficiency can be selected. Alternatively, tabular |
| crop water requirement following relationship can be | | | | data on pump characteristics can also be used for |
| used. | | | | this purpose. |
| Â | | | | Â Â Â Â Â Â Â Â Â Â Â It is usual to draw system head |
|        27.78n    n      An.Yn | | | | curve on tracing paper, on the same scale as the |
| Q = --------     ∑       ---------- | | | | pump characteristic curves. The tracing paper is |
| Â Â Â Â Â Â Â Â Â Â Â Â TÂ Â Â Â Â Â Â i= 1Â Â Â Rn | | | | placed on the graph showing the pump |
|  | | | | characteristics. The characteristics of pumps of |
| Â | | | | various models should be matched with system head |
| Where, Q     =    pump discharge, lps | | | | curve. This will lead to the selection of the pump, |
| An    =    Area under nth crop, ha | | | | which gives the maximum efficiency and the desired |
| Yn    =    Depth of Irrigation for nth crop, | | | | discharge at the estimated total head. The point of |
| cm | | | | intersection of head capacity curve of pump and |
| Rn    =    rotation period for nth crop, days | | | | system head curve provides a point of selection. At |
| T      =    Duration of pumping, n/day | | | | this point, the pump will give a discharge of 3150 lhp |
| Â | | | | against to total head of 31 m and efficiency of 65 |
| More simple expression can be used for determining | | | | per cent. The power input is   12 hp. By careful |
| discharge capacity for drip irrigation system. | | | | selection from wide range of products , it is possible |
|  | | | | to select a pump , which will give desired discharge |
|                  n       An. | | | | at the estimated total head and provide an efficiency |
| Q = 2.778 ∑ -----------------Edn | | | | of 75-80 per cent or more |
| Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â i= 1Â Â Â (LSn x Edn) | | | | For pressurised irrigation system, usually a high head |
|  | | | | low discharge ump is desired. If such type of pump |
| Where , | | | | is not available in market, then required head can be |
| Â QÂ Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â =Â Â Pump discharge, | | | | developed by using multistage pump or connecting |
| lps | | | | pumps in series. In this case, the number of stages |
|  An             =  Area under drip | | | | will be equal to the total head divided by the head |
| irrigation, ha | | | | developed by a single stage pump. |
|  LSn& ESn =  Lateral and emitter spacing | | | |  |
| respectively for crop n, m\ | | | | Important points to be considered while selection |
|  Edn            =  Desired emitter | | | | proper size of pump : |
| discharge for nth crop, lph. | | | | Â |
| Â | | | | 1. If pumping unit is to be selected for a site with |
| Power Requirement in pumping | | | | fluctuating well water level, a pump with steeper |
| The power requirement in pumping can be calculated | | | | head capacity curve should be selected so that a |
| after knowing total head under which pump | | | | minimum variation in discharge with change in |
| operates and discharge required. Water horse | | | | operating heads will be resulted. A pump with |
| power (WHP) is the theoretical power required for | | | | flatter head- capacity curve in such a condition |
| pumping. It is expressed as, | | | | results into large variation in the discharge with |
| Â | | | | smaller change in head. |
| Â Â Â Â Â Â Â Â Â Â Â Â Â Discharge , lps x total head, m | | | | 2. Multi-stage pumps should be used when the |
| WHP = ----------------------------------------- | | | | required head can not be developed by a single |
| Â 76 | | | | stage. It is particularly important in case of |
| Â | | | | pressurised irrigation systems, where usually a high |
| Brake horse power (BHP) is the actual power to be | | | | head low discharge pumps are required. The |
| supplied by the engine or electric motor for driving a | | | | number of stages are equal to the total head divided |
| pump. | | | | by the head developed by a single stage pump. The |
| Â | | | | selection of right type of multi-stage pump require |
| Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â WHP | | | | development of characteristics curves for two or |
| BHP --------------------------- | | | | more pumps operating in series and matching system |
| Â Â Â Â Â Â Â Â Â Â Â Â Â Â Pump efficiency | | | | head curve with multi-stage pump curve |
| Â | | | | 3. Pumps installed in parallel should be used where low |
| Power input in kw = BHP x 0.746 | | | | head high discharge pumps are required as in case of |
|  | | | | pumping water from scarp well. The combined |
| Pump characteristic curves | | | | discharge of two pumps operating in parallel is equal |
| Â Â Â Â Â Â Â Â Â Â Â Centrifugal pumps have well | | | | to the sum of the individual discharges for s specific |
| defined operating properties, which vary with the | | | | head. |
| type of pump, manufacturer and model. Those | | | | 4. Hydraulic characteristics : |
| properties are expressed as characteristics curves. | | | | Test                Test Temp.      |
| These curves also known as performance curves | | | | Duration       Induced stress |
| show the interrelationship between capacity, head, | | | | Acceptance test  200C  1 hr.          6. |
| power and efficiency of pump. | | | | |