WATER BUDGET AND PREDICTED WATER LEVEL CHANGES FOR SAN TIN / LOK MA CHAU STATION COMPLEX MARSHLAND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOURCE:  HONG KONG OBSERVATORY DATA REFER TO KING'S PARK MONITORING STATION, KOWLOON.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EASTERN MARSH WATER BUDGET BASED ON MEAN MONTHLY RAINFALL DURING DRIEST YEAR BETWEEN 1990-1999

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

*Cumulative balance is calculated by setting the water level to 0 at the end of the wet season

 

 

 

 

 

 

 

 

and at the end of the period when soil is at field capacity (i.e after which monthly balances are in continual deficit for the dry season)

 

 

 

 

Water levels refer to above ground open water levels

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Assumptions

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Rainfall in at Lok Ma Chau is 65% of that at King's Park (according to Hong Kong Observatory isohyet data for 1961-90).

 

 

 

 

 

 

Evaporation rates do not significantly differ between King's Park Monitoring Station and Lok Ma Chau

 

 

 

 

 

 

 

 

Under wetland conditions evapotranspiration rates from open water, bare soil/mud and wetland vegetation are approximately equal and equal to observed monthly evaporation rates.

Predicted balances are based on potential evaporation rates and do not take into account reduced evaporation when soil water tables are low.

 

 

 

Wetland area is constant

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Seepage rates are minimal

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Storage pond is full at the end of the wet season

 

 

 

 

 

 

 

 

 

 

 

 

Water level changes below the soil surface have negligable effects (therefore specific yields when water levels drop below ground level are not taken into account)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RA Area of roof supplying runoff water =

 

2.4

 

 

 

 

 

 

 

 

 

 

 

MA. Area of marsh vegetation (excluding western marsh & water treatment reedbed) (ha) =

2.46

 

 

 

 

 

 

 

 

 

 

 

RC Runoff coefficient for station roof

 

0.95

 

 

 

 

 

 

 

 

 

 

 

Storage ditch area (ha)

 

 

 

0.22

Approx

 

 

 

 

 

 

 

 

 

 

Storage max water level set by sluice (mPD)

 

3.00

Approx

 

 

 

 

 

 

 

 

 

 

Storage ditch volume (when full) (l)

 

 

          2,200,000

Approx

 

 

 

 

 

 

 

 

 

 

Storage ditch base level (mPD)

 

 

                   2.00

 

 

 

 

 

 

 

 

 

 

 

Targets relative to max operating water level (mPD)

3.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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