Data input
FlowModellingInput

Hard hose is common in many temporary pumping applications, HDPE is more efficient and often specified for medium term projects".

  • Standard imperial sizing for hard hose is 2", 4", 6" and 8"
  • Standard sizing for Hardhose:  SI (metric) is 50mm, 100mm, 150mm and 200mm
  • HDPE is available in a range of sizing, it is typically identified by its external sizing and has various wall thicknesses.  It is critical to use the correct internal dimensions for accurate modelling 
  • Standard sizing for Layflat (delivery line) is 2", 4", 6", 8" and 12".  In SI units it is 50mm, 100mm, 150mm, 200mm and 300mm.

Hints are provided within the workbook for guidance and alternate solutions

How to run pressure loss calculations

The pressure loss application requires some basic inputs with guidance at each step based on theory and practical experience

Fluid type, this is selected from a drop down box with a range of typical fluids from water, waste water products, drilling fluids and salt water. Viscosity and specific gravity (or mass) is provided for each of these fluids.

Unit selection - the application can work in SI (metric), Us or Imperial units. This should be selected first, there are subgroups within this range as well (eg: ltrs/sec, m3/hr)

Volume to be pumped - this can be entered as ltrs/sec, m3/hr, gallons/min

Extraction lift - this is a critical element to pump performance, the application will "flag" if the extraction lift is outside of practical extraction parameters

Extraction length will affect friction losses which are critical to extraction performance, these losses can be mitigated with the diameter of extraction hose or pipe used

Delivery line - this can be calculated using a single sector or in more complex deliveries multiple line sectors can be utilised. Line type, line length and line diameter can be entered for each selected line segment used. The lift from the pump to the discharge point or highest point in the delivery line is also required for complete calculation.

Minor Losses

Minor losses are the pressure losses due to line connections, bends and other line characteristics (including square-end discharge and extraction points).

Minor losses are frequently ignored in Fluid Dynamics but these can be critical in the extraction modelling (extraction modelling is critical and sensitive to losses). With the delivery pressure and volume minor losses can also reduce the volume output.

K-values are provided for fittings, these allow the pressure loss through fittings in a a pipe to be calculated. It should be noted that K values are provided by manufacturers and are typically for steel fittings, it will provide good guidance and indicate if the minor losses are critical to the line design.

Data input
FlowModellingMinorLosses
Pump Selection
pumpselector
Pump Selection

The pump selection options are derived from the 'duty point' (volume and pressure). Pump selection options enable the option of using the duty point from the Fluid Dynamic Calculations; alternately a manually entered duty point can be inputted into the pump selection form. .

The user can select a pump from the drop down list. The selected pumps will provide the performance curve and core data to enable comparison between pumps.

Optimum performance is generally in the centre of the curve below the top performance line. Pumps can run at lower rpm to achieve performance points at the lower part of their performance curves

Extraction NPSH is critical to the pumps performance, this curve is frequently not provided in the main pump curve, guidance is provided in the Fluid Dynamic worksheet but in critical applications with low NPSH further consideration should be given.

Solids handing capacity is critical in waste water applications. Typically waste water suitable pumps will have solids handling of 70mm (3") or better

NPSH

NPSH stands for Net Positive Suction Head and is a measure of the pressure experienced by a fluid on the suction side of a centrifugal pump.

A low NPSH has two main effects on the pumping application.

  • Low NPSH will provide insufficient inflow for the pump to provide the required volume output
  • Low pressure can cause vacuum bubbles to form, their sudden collapse causes cavitation which damages the pumps internal components.

The maximum theoretical NPSH is 10.2m  (1 Bar, atmospheric pressure). In practical terms an NPSH of 8 is high and 2 is likely the lowest operating NPSH point.

In applications where low NPSH is unavoidable the pump selected will likely need to be a higher capacity (by volume) pump operating at its lower performance point (eg: a longer pump running at lower rpm's or towards the left hand side of the performance curve).

Friction losses can be mitigated with extraction pipe design (eg: larger pipe diameter or type). Extraction lift cannot be mitigated and can be the determing factor in surface pumping suitability.

NPSH
perf_curve

The NPSHr curve is the lower (black) curve. NPSHr is NPSH required for this pump performance curve.

Energy consumption
energy&fuel

Energy consumption table calculated from the volume and pressure calculated within the Fluid Dynamics worksheet

Energy consumption

Pump manaufacturers will frequently claim 'best fuel efficiency' and give fuel consumption at either a single performance point or alternately a high and low figure. In real world experience the fuel consumption varies widely depending on how hard a pump is working

The energy required to pump water can be calculated using mass (volume) and pressure (height). Using a potential energy equation, the energy consumed (kilojoules) can be converted to kw/hrs, diesel engines have diesel consumption per kw/hr ratings for either turbo or non-turbo engines.

Fuel consumption varies considerably across the efficiency range. With a pump working within the central zone of its performance curve an efficiency of 75% to 55% should be achievable. If it is operating on the perimeter of its performance curve or the pump is in poor condition it will likely operate between 20% and 40% efficiency

Summary Sheet and Certificate

A summary page and certificate is produced with:

  • Fluid type with specific gravity and viscosity
  • Extraction parameters and NPSH
  • Volume to be pumped
  • Delivery line parameters in selected sectors
  • Total head including "Dynamic Head", "Minor Losses", "Static Head" for each sector and total delivery line
  • Fluid velocity, Reynolds number, Darcy Friction co-efficient and flow status (ie: turbulent, laminar or transitional) for each segment
  • Calculated energy consumption table
  • Summary brief subtable with "Duty Point", "NPSH" and "Delivery Pressure"
  • Certificate number (noted on each page of the report) to enable back-checking of data inputs and outputs
Summary Sheet and Certificate
fluiddynamicssummary
Fluid Dynamics Workbook