The Precipitation Frequency Data Server (PFDS) is a kind of server developed to understand the Precipitation Frequency Estimate of a region by just pointing and clicking on the region given in the map loaded in the server.
Now the question comes what is meant by Precipitation Frequency Estimate?
Precipitation Frequency Estimate is a measure of the depth of precipitation at a specific location for a specific duration that has a certain probability of occurring in any given year.
In other words precipitation frequency estimate answers the following question:
Given the amount of precipitation received by a geographical region in the form of drizzle,rain,snow etc, for a certain period of time say for 5 years what is the probability of that region to receive a certain of precipitation in a certain year?
The server from where we find this information is known as Precipitation Frequency Data Server (PFDS).
Kindly use comment box if its still not clear what a PFDS is.
what does PFDS needed mean Calculation of peak discharge (10) B. Tube The rational method is...
1. The text gives a metric-unit version of the equation (p. 151, eq. 6.6). The older U.S. rational method equation (but still used!) is: “q=C i A”, where q is the peak flow from a given storm (cfs), C is a runoff constant (dimensionless), i is the intensity of the rainfall (in/hr), and A is the watershed area (acres). Using a dimensional analysis, show why there need not be a conversion factor with this equation (i.e., Km = 1 for...
4. Rational Method (20 points): A nonhomogencous watershed has the following distribution of landcover: Land Runoff Area ID A Forest B Urban C Lawns with sandy soil D Parking lot Landcover Coefficient (C) (m) Slope t (min.) 35 14 0.20 0.85 0.15 0.80 28.000 400 9,000 32.000| 5% | Unknown 11,000| 1% 2% 12 a. (5) Estimate the time of concentration (te) for the land area labeled "C" (lawns with sandy soil) using the FAA formula. Overland flow distance for...
USING KIRPICH METHOD IN DETERMINING TIME OF CONCENTRATION: L 1.15 tc 51H0.385 Where: . L S H Time of concentration (minutes) Length of watercourse (m) Average basin slope (S=HL) Difference in elevation (m) i = 5.41270.1614 (10)(1+0.56)0.936 where: i = rainfall intensity(mm/h) T = Return period (years) D = rainfall duration, tc (hours) Storm water quantity can be estimated by this method. Q=C.I.A / 360 Where, Q = quantity of storm water, m3/sec C= coefficient of runoff I = intensity...