Selection of pumps for water treatment equipment
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I would like to ask, in the process of designing water treatment equipment, what criteria are used to determine the choice of pump?e. When the medium contains 75% air, the flow rate is low, and the viscosity is less than 37.4 mm2/s, vortex pumps can be used. f. In situations where startup is frequent or pumping is difficult, pumps with self-priming capabilities should be used, such as self-priming centrifugal pumps, self-priming vortex pumps, and pneumatic (electric) diaphragm pumps. II. Understanding the basic criteria for pump selection. The criteria for selecting a pump should be considered from five aspects, based on the process flow and water supply/distribution requirements: fluid flow rate, head required by the system, properties of the fluid, piping layout, and operating conditions. 1. Flow rate is one of the important performance parameters when selecting a pump; it is directly related to the production capacity and transportation capacity of the entire system. In the process design of the design institute, it is possible to calculate the normal, minimum, and maximum flow rates of the pump. When selecting a pump, the maximum flow rate should be used as the basis, taking into account the normal flow rate as well. In the absence of a specified maximum flow rate, 1.1 times the normal flow rate can generally be taken as the maximum flow rate. 2. The head required by the installation system is another important performance parameter for selecting a pump; generally, the head value should be increased by 5%–10% as a safety margin when making the selection. 3. Properties of the liquid, including the name of the liquid medium, its physical properties, chemical properties, and other characteristics. Physical properties include temperature, density, viscosity, the diameter of solid particles present in the medium, and the gas content; these factors are relevant to calculating the system’s head, the effective net positive suction head, and determining the appropriate type of pump. Chemical properties refer mainly to the chemical corrosiveness and toxicity of the liquid medium, and they serve as important criteria for selecting the material for the pump as well as the type of shaft seal to use. 4. The pipeline layout conditions of the plant system refer to data such as the liquid delivery height, distance, and direction; the lowest liquid level on the suction side and the highest liquid level on the discharge side; as well as details regarding pipe specifications, their lengths, materials, fitting specifications, and quantities. These are necessary for calculating the system head and verifying the net positive suction head. 5. There are many aspects related to operating conditions, such as the operating temperature of the liquid, the saturated vapor pressure P, the suction side pressure PS (absolute), the pressure in the discharge side container PZ, altitude, ambient temperature, whether the operation is intermittent or continuous, and whether the pump’s location is fixed or movable. III. Specific procedures for selecting a pump In accordance with the principles and basic criteria for pump selection, the specific steps are as follows: 1. Based on the layout of the installation, terrain conditions, water level conditions, and operating conditions, determine whether to choose a horizontal, vertical, or other type of pump (such as pipeline-type, submersible, underwater, clog-free, self-priming, gear-driven, etc.). 2. Based on the properties of the liquid medium, determine whether to use a clean water pump, a hot water pump, an oil pump, a chemical pump, a corrosion-resistant pump, or a dirt-pump; or opt for a clog-free pump. Pumps installed in explosive areas should use appropriate explosion-proof motors based on the classification of the explosive area. 3. Determine whether to choose a single-suction pump or a double-suction pump based on the flow rate ; Depending on the required head, decide whether to use a single-stage pump or a multi-stage pump, as well as whether to choose a high-speed pump or a low-speed pump (such as an air-conditioning pump). Multi-stage pumps have lower efficiency than single-stage pumps; therefore, when both types of pumps are suitable for a given application, a single-stage pump should be preferred first. 4. Determine the specific model of the pump: After deciding on which series of pumps to use, it is possible to determine the specific model by using two key parameters – the maximum flow rate (if no such value is available, 1.1 times the normal flow rate can typically be used as an estimate for the maximum flow rate) and the head with a 5%–10% margin added to it. These parameters are then used to identify the appropriate model from the model chart or series performance curves. The procedure is as follows: Utilize the pump’s performance curve to find the desired flow rate value on the horizontal axis and the desired head value on the vertical axis. Draw vertical or horizontal lines from these two values respectively; if the intersection point falls exactly on the performance curve, then that pump is the one to be chosen. However, this ideal situation occurs rarely in practice. Usually, one of the following two situations arises: The first situation is when the intersection point is above the performance curve, which indicates that the flow rate meets the requirements but the head is insufficient. In such cases, if the difference in head is small, around 5%, the pump can still be used; if the difference is significant, then a pump with a higher head should be selected. Or try to reduce the pipeline resistance loss. The second case: if the intersection point is below the characteristic curve, within the trapezoidal range of the pump’s characteristic curve, then this model can be initially selected. Subsequently, it is determined whether to adjust the diameter of the impeller based on the difference in head pressure. If the difference in head pressure is small, no adjustment is needed; if it is large, then the impeller diameter is adjusted according to the required values of Q and H, using the corresponding formulas. If the intersection point does not fall within that trapezoidal range, a pump with a lower head pressure should be chosen. When selecting a pump, it is sometimes necessary to take into account the requirements of the production process and choose Q-H characteristic curves of different shapes. 5. Once the pump model has been determined, for pumps that handle water-like physical and chemical media, it is necessary to consult relevant product catalogs or samples, and use the performance tables or curves associated with that model to make adjustments, in order to determine whether the normal operating point falls within the preferred operating range of the pump Is the effective NPSH greater than (NPSH)? Can the geometric installation height also be adjusted inversely using NPSH? 6. For pumps that transport liquids with a viscosity greater than 20 mm2/s (or a density greater than 1000 kg/m3), it is essential to convert the pump’s performance curve obtained from water-based tests into one that reflects its performance at such viscosity (or density). In particular, careful calculations or verifications must be carried out regarding the suction performance and input power. 7. Determine the number of pumps and the redundancy factor: For pumps that are operating normally, usually only one pump is needed, as one large pump is equivalent to two smaller pumps working in parallel (in terms of head and flow rate). The efficiency of a large pump is higher than that of smaller pumps; therefore, from an energy-saving perspective, it is better to use one large pump rather than two smaller ones. However, in the following situations, it may be advisable to use two pumps in parallel: When the required flow rate is very high, and a single pump is not sufficient to meet it. For large pumps that require a 50% backup rate, two smaller pumps can be used in operation with two as backups (a total of three). For certain large pumps, pumps with a 70% flow capacity can be operated in parallel without the need for backups; when one pump is under maintenance, the other pump continues to handle 70% of the transportation requirements. For pumps that need to operate continuously for 24 hours, three pumps should be kept in reserve: one is in operation, one is on standby, and one is under maintenance. 8. Under normal circumstances, customers can submit their \"basic requirements for selecting a pump\", and our company will carry out model selection or recommend better pump products. If the design institute has already determined the pump model when designing the equipment, it should be configured in accordance with the institute’s requirements. 9. Determine the number of pumps and the redundancy rate: For pumps that are operating normally, usually only one pump is needed, as one large pump is equivalent to two smaller pumps working in parallel (in terms of head and flow rate). The efficiency of a large pump is higher than that of smaller pumps; therefore, from an energy-saving perspective, it is better to use one large pump rather than two smaller ones. However, in the following situations, it may be appropriate to use two pumps in parallel: when the flow rate is very high and one pump is not sufficient to meet it. For large pumps that require a 50% backup rate, two smaller pumps can be used in operation with two as backups (a total of three). For certain large pumps, pumps with a 70% flow capacity can be operated in parallel without the need for backups; when one pump is under maintenance, the other pump continues to handle 70% of the transportation requirements. For pumps that need to operate continuously for 24 hours, three pumps should be kept in reserve: one is in operation, one is on standby, and one is under maintenance. This post was last edited by 11575276801 on 2009-2-16 09:48.]