If a 6 h unit hydrograph is added to the same 6 h unit hydrograph beginning 6 h later,this can be reduced to a 12 h unit hydrograph by dividing the ordinates by: ?->(Show Answer!)

Question Set

1. If a 6 h unit hydrograph is added to the same 6 h unit hydrograph beginning 6 h later,this can be reduced to a 12 h unit hydrograph by dividing the ordinates by:

Show Similar Question And Answers

QA->P can do a work in the same time in which Q and R together can do it. If P and Q work together, the work can be completed in 10 days. R alone needs 50 days to complete the same work. then Q alone can do it in....

QA->P can do a work in 24 days. Q can do the same work in 9 days and R can do the same in 12 days. Q and R start the work and leave after 3 days. P finishes the remaining work in --- days.....

QA->6 men and 8 women can complete a work in 10 days. 26 men and 48 women can finish the same work in 2 days. 15 men and 20 women can do the same work in - days.....

QA->Who is the author of “Beginning of the Beginning”?....

QA->A can do a piece of work in 4 hours . A and C together can do it in just 2 hours, while B and C together need 3 hours to finish the same work. B alone can complete the work in --- days.....

MCQ->If a 6 h unit hydrograph is added to the same 6 h unit hydrograph beginning 6 h later,this can be reduced to a 12 h unit hydrograph by dividing the ordinates by:....

MCQ->If the area of storm hydrograph is equal to 102 cm, the ordinates of a unit hydrograph may be obtained by dividing the ordinates of the storm hydrograph by....

MCQ->To calculate the area,the expression A=n/3[(F+L)+20+4E] Where ‘F’ is first ordinate,’L’is the last ordinate,’O’is odd of ordinates ‘E’ is even ordinates and ‘h’is the common distance between the ordinates:....

MCQ->The following steps are involved in arriving at a unit hydrograph. 1. Estimating the surface runoff in depth. 2. Estimating the surface runoff in volume. 3. Separation of base flow. 4. Dividing surface runoff ordinates by depth of runoff. The correct sequence of the steps is :....

MCQ->The following four hydrological features have to be estimated or taken as inputs before one can compute the flood hydrograph at any catchment outlet: 1. Unit hydrograph 2. Rainfall hydrograph 3. Infiltration index 4. Base flow The correct order in which they have to be employed in the computations is....

Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions Question ANSWER With Solution