Difference between revisions of "DCOM Volume I Appendix J"
From Ministry of Water DCOM Manual
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'''Two parameter log-normal distribution''' | '''Two parameter log-normal distribution''' | ||
ln X<sub>T</sub>=Y<sub>T</sub>=M<sub>Y</sub> + K<sub>T</sub>.ð<sub>T</sub> | ln X<sub>T</sub>=Y<sub>T</sub>=M<sub>Y</sub> + K<sub>T</sub>.ð<sub>T</sub> | ||
| − | |||
Where ln X<sub>T</sub> : Probable Rainfall | Where ln X<sub>T</sub> : Probable Rainfall | ||
Y<sub>T</sub>: ln X<sub>T</sub> | Y<sub>T</sub>: ln X<sub>T</sub> | ||
Revision as of 16:46, 3 June 2020
APPENDIX J: Basic Statistics Used in Estimation Of Design Of Flood Events
Generally, the basic statistics such as mean, standard deviation, variation coefficient and skewness coefficient gives basic information of data.
Distribution We obtained the daily maximum rainfall by return period through methods such as two- parameter log-normal, three-parameter log-normal, Gumbel, type Ⅲ log-person distributions as expressed here below. Two parameter log-normal distribution ln XT=YT=MY + KT.ðT Where ln XT : Probable Rainfall
YT: ln XT
