000	02042cam  2200313za 4500
001	9.849999
003	CaOODSP
005	20221107154043
007	cr |||||||||||
008	180115s1974    onca|||#ob   f000 0 eng d
040	|aCaOODSP|beng
041	|aeng|bfre
043	|an-cn---
086	1 |aEn39-44/1974E-PDF
100	1 |aKite, G. W. |q(Geoffrey W.)
245	10|aFlood frequency and risk |h[electronic resource] / |cG.W. Kite.
260	|aOttawa : |bInland Waters Directorate, Water Resources Branch, Applied Hydrology Division, Network Planning and Forecasting Section, |c1974.
300	|a263 p. : |bill.
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
504	|aIncludes bibliographical references.
520	3 |a"Every year floods cause loss of life and millions of dollars worth of damage. The use of hydrologic forecasts can reduce this toll. While warning if impending high water is the most obvious form of forecast, the use of frequency and risk analyses at the planning stage can aid in the efficient and safe design and location of all the various structures and institutions making up today's society. In these ways the risk of flooding and its consequent losses can be minimized. This paper discusses the background and justification for probability and risk analyses and recommends the use of Specific procedures to determine plotting positions, choose a probability distribution and compute design event magnitudes and their confidence limits. Other topics discussed include the advantages of regional analysis and design procedures based on a specified project risk or hydrologic risk"--Abstract.
546	|aIncludes abstract in French.
692	07|2gccst|aFloods
692	07|2gccst|aRisk management
710	1 |aCanada. |bEnvironment Canada.
710	1 |aCanada. |bWater Resources Branch.
856	40|qPDF|s8.78 MB|uhttps://publications.gc.ca/collections/collection_2018/eccc/En39-44-1974-eng.pdf