I was wondering if someone can provide me with a logical answer to the following associated with weir coefficients? Here is my problem.
I, like many others in the profession, have always assumed
that Cw is unitless. However, I am wondering if there really are
units associated with Cw.
Any comments and supporting documentation will be greatly appreciated.
Thanks
Jerald S. Fifield, Ph.D., CPESC, CISEC
HydroDynamics Incorporated
P.O. Box
1327
Parker, CO
80134
Phone: 303-841-0377
Fax: 303-841-6386
E-Mail: h...@ecentral.com
www.hdi-consultants.com
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Jerald,
You are right. Cw is not unitless but has a coefficient of ft^0.5/sec. For a trapezoidal weir (Cipoletti weir) for example Cw is approximately equal to 1.86 in SI units and 3.367 in U.S. units. I normally use the CRM (Civil Engineering Reference Manual) by Lindeburg (Eleventh Edition). See Page 19-13. Hope that helps.
Regards,
Chandan Das, Ph.D., P.E.
Water Resource Manager
J.F.Sato & Associates
5878 South Rapp Street
Littleton, Colorado 80120
Tel: 303.797.1200
Fax: 303.797.1187
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You received this message because you are subscribed to the Google Groups "UDFCD Computational Tools and USDCM Support" group.You probably can also find your answer in King & Brater “Handbook of Hydraulics” (McGraw Hill 1963) which is one of the earliest an often cited reference for weirs.
From:
udfcd-...@googlegroups.com [mailto:udfcd-...@googlegroups.com] On Behalf Of Doug Trieste
Sent: Wednesday, December 30, 2009
8:48 AM
To: udfcd-...@googlegroups.com
Cc: 'Jerald S. Fifield'
Subject: [UDFCD-support] Is the
weir coefficient really unitless?
I was wondering if someone can provide me with a logical answer to the following associated with weir coefficients? Here is my problem.
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