Planning Your Hydro System
						How the Penstock Affects Head Pressure
						Measuring Pipeline (Penstock) Length
						
							The length of your pipeline (also known as
							the penstock) has a major influence on both the cost and
							efficiency of your system, as we'll discuss below.  The
							measurement is easy, though.  Simply run a tape measure
							between your intake and turbine locations, following the route
							you'll use for your pipeline.
						
						
						
							In the section
							 Measuring Head, you measured Gross Head – the true
							vertical distance from intake to turbine – and the resulting
							pressure at the bottom when no water is flowing.  Net Head, on the other
							hand, is the pressure at the bottom of your pipeline when water
							is actually flowing to your turbine, and will always be less
							than the Gross Head you measured due to energy losses within the
							pipeline.  Longer pipelines and smaller diameters create
							greater friction.
						
						
							Net Head is a far more useful measurement
							than Gross Head and, along with Design Flow, is used to
							determine hydro system components and power output.  This
							section will show you the basics for determining pipeline size
							and Net Head, but we suggest you work with your turbine supplier
							to finalize your pipeline specifications.
						
						
						
							Head Loss refers to the loss of water
							power due to friction within the pipeline.  Although a
							given pipe diameter may be sufficient to carry all the Design
							Flow, the sides, joints and bends of the pipe create drag as the
							water passes by, slowing it down.  The effect is the same
							as lowering the Head; there will be less water pressure at the
							turbine.
						
						
							Note that the effects of Head Loss cannot
							be measured unless the water is flowing.  A pressure meter
							at the bottom of even the smallest pipe will read full PSI when
							the water is static in the pipe.  But as the water flows,
							the friction within the pipe reduces the velocity of the water
							coming out the bottom.  Greater water flow increases
							friction further.
						
						
							Larger pipes create less friction,
							delivering more power to the turbine.  But larger pipelines
							are also more expensive, so there is invariably a tradeoff
							between Head Loss and system cost.  A good rule of thumb is
							to size your pipe so that not more than 10% to 15% of the Gross
							(total) Head is lost as pipeline friction.
						
						
							Here is an example of how to determine the
							appropriate pipe (penstock) size.  The chart below shows
							Head Loss for various sizes of PVC pipe at different flow rates.
						
						Head Loss Chart
						
							
								| 
								 
									Design Flow
								  | 
							
							
								| 
								 
									GPM
								  | 
								
								 
									.25
								  | 
								
								 
									.50
								  | 
								
								 
									100
								  | 
								
								 
									150
								  | 
								
								 
									200
								  | 
								
								 
									300
								  | 
								
								 
									400
								  | 
								
								 
									500
								  | 
								
								 
									600
								  | 
								
								 
									700
								  | 
								
								 
									800
								  | 
								
								 
									900
								  | 
								
								 
									1000
								  | 
								
								 
									1200
								  | 
							
							
								| 
								 
									CFS
								  | 
								
								 
									.05
								  | 
								
								 
									.1
								  | 
								
								 
									.2
								  | 
								
								 
									.33
								  | 
								
								 
									.45
								  | 
								
								 
									.66
								  | 
								
								 
									.89
								  | 
								
								 
									1.1
								  | 
								
								 
									1.3
								  | 
								
								 
									1.5
								  | 
								
								 
									1.78
								  | 
								
								 
									2.0
								  | 
								
								 
									2.23
								  | 
								
								 
									2.67
								  | 
							
							
								| 
								 
									PVC pipe size and Head Loss per
									100 feet
								  | 
							
							
								| 
								 
									2”
								  | 
								
								 
									1.28
								  | 
								
								 
									4.65
								  | 
								
								 
									16.8
								  | 
								
								 
									35.7
								  | 
								
								 
									60.6
								  | 
								
								 
									99.2
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
							
							
								| 
								 
									3”
								  | 
								
								 
									.18
								  | 
								
								 
									.65
								  | 
								
								 
									2.33
								  | 
								
								 
									4.93
								  | 
								
								 
									8.36
								  | 
								
								 
									17.9
								  | 
								
								 
									30.6
								  | 
								
								 
									46.1
								  | 
								
								 
									64.4
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
							
							
								| 
								 
									4”
								  | 
								
								 
									.04
								  | 
								
								 
									.16
								  | 
								
								 
									.57
								  | 
								
								 
									1.23
								  | 
								
								 
									2.02
								  | 
								
								 
									4.37
								  | 
								
								 
									7.52
								  | 
								
								 
									11.3
								  | 
								
								 
									15.8
								  | 
								
								 
									21.1
								  | 
								
								 
									26.8
								  | 
								
								 
									33.4
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
							
							
								| 
								 
									6”
								  | 
								
								 
									 
								  | 
								
								 
									.02
								  | 
								
								 
									.08
								  | 
								
								 
									.17
								  | 
								
								 
									.29
								  | 
								
								 
									.62
								  | 
								
								 
									1.03
								  | 
								
								 
									1.36
								  | 
								
								 
									2.2
								  | 
								
								 
									2.92
								  | 
								
								 
									3.74
								  | 
								
								 
									4.75
								  | 
								
								 
									5.66
								  | 
								
								 
									8.04
								  | 
							
							
								| 
								 
									8”
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									 
								  | 
								
								 
									.04
								  | 
								
								 
									.07
								  | 
								
								 
									.15
								  | 
								
								 
									.25
								  | 
								
								 
									.39
								  | 
								
								 
									.5
								  | 
								
								 
									.72
								  | 
								
								 
									.89
								  | 
								
								 
									1.16
								  | 
								
								 
									1.4
								  | 
								
								 
									1.96
								  | 
							
						
						 
							
						
						
							Let's use an example site with these
							characteristics:
						
						
							- 
								Gross Head = 100 feet
							
 
							- 
								Pipeline length = 400 feet
							
 
							- 
								Acceptable Head Loss = 10% -15%
								(10-15 feet)
							
 
							- 
								Design Flow = 200 Gallons per minute
							
 
						
						
							To determine what size pipe would be best,
							look up your Design Flow (200 GPM) in the Head Loss Chart above. 
							Our maximum acceptable Head Loss is 15 feet (15% of our 100-foot
							Gross Head), which means we cannot exceed 3.75 feet loss for
							every 100 feet of our 400-foot pipeline.   Reading
							down the column under 200 GPM, we find that a four-inch pipe
							would cause a loss of 2.02 feet per 100 feet – within our
							limits. 
						
						
							Using a four-inch pipeline, Head Loss for
							this example would be:
						
						
							- 
								Head Loss = 2.02 feet (per 100 feet)
								x 4 = 8.08 feet
							
 
						
						
							Therefore, Net Head for this example would
							be:
						
						
							- 
								Net Head = 100 feet – 8.08 feet =
								 91.92 feet
							
 
						
						
							Note the significant difference in Head
							Loss between 3-inch and 4-inch pipes.  Likewise, a 6” or 8”
							pipe would cause even less Head Loss and deliver more power to
							the turbine, but the performance improvement may not be
							sufficient to justify the added cost. 
						
						
							Keep in mind that these Head Loss
							computations assume a straight pipe; they do not take into
							account bends in your pipeline that can rob significant power
							from your water.  Your turbine manufacturer should be well
							versed in measuring head losses, and can be an excellent
							resource for pipe diameter recommendations.
						
						
							 < BACK |
							 NEXT >