How to Correctly Apply the Time-Area Method in MSMA Manual Saliran Mesra Alam Malaysia JPS Malaysia
Автор: MSMA Channel
Загружено: 2022-10-24
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Dr. Quek's tips on MSMA (Part 3)- How to Correctly Apply the Time-Area Method in MSMA?
Time-area methods utilise a convolution of the rainfall excess hyetograph with a time-area diagram representing the progressive area contributions within a catchment in set time increments. Separate hydrographs are generated for the impervious and pervious surfaces within the catchment. These are combined to estimate the total flow inputs to individual sub-catchment entries to the whole urban drain network.
This method assumes that the outflow hydrograph for any storm is characterised by separable sub-catchment translation and storage effects.
Pure translation of the direct runoff to the outlet via the drainage network is described using the channel travel time, resulting in an outflow hydrograph that ignores catchment storage effects.
The peak discharge, Qp , is the sum of flow contributions from subdivisions of the catchment defined by time contours (called isochrones), which are lines of equal flow time to the point where Qp is required.
The flow from each contributing area bounded by two isochrones is obtained from the product of the mean intensity of effective rainfall from time to the area.
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• How to Correctly Determine the Design Stor... , • How to Correctly Apply the Rational Method... , • How to Correctly Apply the Time-Area Metho... , • How to Optimize the Design of On-Site Dete... , • How to Optimize the Design of Detention Ba... ,
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Dr. Quek's tips on MSMA: Part 1: How to Correctly Determine the Design Storm in MSMA?
Part 2: How to Correctly Apply the Rational Method in MSMA?
Part 3: How to Correctly Apply the Time-Area Method in MSMA?
Part 4: How to Optimize the Design of On-Site Detention (OSD) in MSMA?
Part 5: How to Optimize the Design of Detention Basin in MSMA?
Part 6: How to Optimize the Design of a Drainage System in MSMA?
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