## March 21, 2007

# Please post your answer Workshop NO. 1 worked examples here

Please post your answer to Workshop NO. 1 worked examples here as comments.

Regards,

Dr. Quek Keng Hong

Filed under Uncategorized by ksyeap

Please post your answer to Workshop NO. 1 worked examples here as comments.

Regards,

Dr. Quek Keng Hong

Filed under Uncategorized by ksyeap

Hi..This Is Yeap. Good Morning All.

Filed under Uncategorized by ksyeap

## Comments on Please post your answer Workshop NO. 1 worked examples here »

## ksyeap @ 11:38 am

Q1

Flow constribution from each subdivisionof catchment defined by time contour first reach the point where Qp is required are at different time interval

Q2

The cell in the lower diagonal are at zero because final batch of flow contribution to the point where Qp is required from each isochrones end at different time interval.

## yazdi @ 11:39 am

Q1:Why are the cells in yellow blank?

A1:The runoff from the upstream areas have yet to reach the basin outlet.

Q2:Why are the cells in the lower diagonal all zeros?

A2:The runoff from all subcatchment have reached the basin outlet after the tc storm.

## christopher @ 11:40 am

Group 4

Answer

1) Because there is no runoff (flow has not reached) at the point at the given time.

2)Because there is no more runoff at the point at the given time.

## roslan @ 11:48 am

Answer for Q1:

- The flows from upper catchments is not yet reach the outlet point.

Answer for Q2:

- The flows from all catchments is already reached the outlet point.

## christopher @ 2:11 pm

Group 4

Answers:

Work Examples 2.8: Qp= 16.08 m3/s

## christopher @ 2:11 pm

Sorry the answer above is for Work Example 2.9

## wingkeng @ 2:27 pm

Worked Example 2.8 answer 25.2m3/s

Worked Example 2.9 answer 16.2m3/s

## wingkeng @ 2:31 pm

Worked Example 2.8 answer 22.8m3/s

Worked Example 2.9 answer 16.2m3/s