California State University, Sacramento                     CE 135 HYDRAULICS LABORATORY

Department of Civil Engineering


PELTON WHEEL TURBINE


REFERENCE:


Daugherty, R. L., and J. B. Franzini, 1977, FLUID MECHANICS WITH ENGINEERING APPLICATIONS. 7th Ed., McGraw Hill Book Co. Chap. 14 and 15


          Internet site:

                     Http:inventors.about.com/library/inventors/bl_lester_pelton.htm


American Society of Civil Engineers, Sacramento Section, 1976, HISTORIC CIVIL ENGINEERING LANDMARKS Of Sacramento and Northern California, p. 29: THE WHEEL THE WON THE WEST. TA 24. C2 A5 (Reference)


US Army Corps of Engineers, 1985, HYDROPOWER, EM 1110-2-1701, Office of Chief of Engineers, Dept. of Army, Washington, D.C.



Turbines Convert Fluid Power to Mechanical Power




Impulse turbines
  The turbine in Hydraulics Lab is a Pelton wheel
      developed in the Sacramento Valley by Lester A. Pelton
      high-velocity jet directed at buckets
      normally used in conditions of low flow and high head
pelton2.gif















Pelton wheel turbine in our lab is basically the same as he
     devised

ole1.gif



















The Prony Brake


Efficiency of Turbine = P0/Pw




pwview3.gif




prony2A.gif


















PELTON WHEEL EXPERIMENTAL PLAN


EQUATIONS INVOLVED

     Basic Equations

        nS = N*P0.5/h1.25 = N(wQht/550)0.5/ht1.25

            = (w/550)0.5 N Q0.5 / h0.75

 

        v = (2ght)0.5     u = φv = πDN/60 and η = u/v


     Thus, For Water

        Q = 3.75E-4 (nS D/φ)2 ht0.5


        For a Pelton wheel, nS ranges from about 2 to 8; so use 5

                as a central value

                     φ ranges about 0.43 to 0.48; so use 0.45


        Our Pelton wheel has D = 1 ft, so Q = 0.0463 ht0.5


        Optimal efficiency points should be near

For h= 30 40 50 60 feet
Q 0.25 0.30 0.34 0.37 cfs
N 400 436 488 534 rpm


PELTON WHEEL EXPERIMENT


GENERAL APPROACH

     Select a Value For ht

        Use range of Q & N above & below likely optimum points

 

Note: If pipe at pressure gage is 4 in. diameter, then for

                Q = 0.4 cfs, you have v2/2g = 0.33 ft.

           At this value, we can neglect this for planning the total

                 head for the sample data.


CALCULATIONS DURING THE EXPERIMENT

     Primary objective of calculations is to assure that you have

                the most efficient point included.


        Power: Input Pw = γQ ht = 62.4 Q ht

                Output Po = 2πNT/60 = L Fw N 2π/60

 

        Efficiency: Po / Pw = k Fw N / Q

                with k = 2π L / 60 γ ht = 0.002517/ht