Hydro Turbine On-Line Calculator
This online calculator is compiled by WD Power to assist with the development of a micro hydro site.Users are provided with basic guide lines to assist with the input parameters.
The EnergyPedia web site has valuable supporting documentation that will assist users to collect the relevant information on a site. You can vist the page on EnergyPedia or download theMicro Hydro Scout guide PDF document.
The calculator will allow the user to print a summary document with budget prices. This is not a quotation and purely a guide as it is recommended that all sites are inspected prior to design finalisation.
Please ensure you have an understanding of the head and flow concepts. Read the reference documentation if this is not familiar to you.
All input parameters are on the left side with explanation on the right. Summary of output is also on the right. Please read these notes in the Output - Configuration tab to corect the paramaters as recommended.
Select the "Validate" button in each input section to ensure the input is correct.
Hover with the mouse over a field to get additional information on the purpouse of the field. You can always go back to a previous tab to correct information.
Obtain accurate flow rates for the high and low flow seasons. Accuracy of flow rates are critical in ensuring correct turbine sizing.
Please refer to the Scout Document pages 13 & 14 for flow measurement options.
Obtain accurate water head for the high and low flow seasons. Similar to the flow rates, head is critical in ensuring correct turbine sizing.
Please refer to the Scout Document pages 20 to 26 for head measurement options.
The pressure in the pipe increases as the elevation drops. Pipe line thickness (schedule) must be increased as the pressure increase.
As the pipe schedule has a large contribution in the budgeted price, this model will adapt the pipe thickness as the pressure increase.
Invrease is very seldom linear. Some pipelines may start at a dam wall with an initial pressure. Othe lines might have an initial slope that differs from the slope in the rest of the pipeline.
For the purpouse of this simulation, the start value is required as well as two intermediate values. Using conservative (higher) pressure percentages would be recommended in cases where the slope change is significant.