ABSTRACT
Forexample,ontheRiverIrrawaddyinBurmaalinearrelationshipexists betweenthepeakstagesofanupstreamgaugingstationatNyaungOoanda stationatProme,345kmdownstream.35comparablestages(m)for irregularfloodeventsover5years(1965-69)areshowninFig.16.3.An equationH0=1.3Hu+1.4relatingH0 ,thedownstreamstagetoHu,the upstreamstage,canthengiveforecastvaluesofH0fromHu(Maung,1973).
