Studio 2.12 Water Cycle

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STUDIO 2.14 STUDIO 2.14 WATER CYCLE WATER CYCLE TREAMENT TRAIN PRECIPITATION: M.A.R. 678 MM FIRST Floor RUNOFF WATER STORAGE CAPACITY: 10,000 litres Ground Floor RUNOFF ROOF IRRIGATION ephemeral reed bed: BIOFILTRATION TOILET FLUSHING courtyard irrigation council stormwater OUTLET OVERFLOW: SURCHARGE PIT OVERFLOW: BYPASS PIPE 8 PErcent of total roof area: 5,640 litres per year 78 PErcent of total roof area: 43,700 litres per year 14 PErcent of total roof area 10,900 litres per year 47,400 litres per year OUTFLOW, 12,840 litres per year lost to vegetation absorption and evaotranspiration total SUSPENDED SOLIDS "TSS" REMOVED: 12.2 kg per year; 98 percent total PHOSPHORUS "TP" removed: 0.0136 kg per year; 55 percent TOTAL nitrogen "TN" removed: 0.1444 kg per year; 82 percent OVERFLOW: 'V' NOTCH WEIR FIRST Floor RUNOFF TREATED UnTREATED

description

A conceptual architectural studio encompassing a water cycle in which all rainfall runoff is either treated or used within the building.

Transcript of Studio 2.12 Water Cycle

Page 1: Studio 2.12 Water Cycle

ST U D IO 2 . 1 4ST U D IO 2 . 1 4WATER CYCLEWATER CYCLE

TREAMENT TRAIN

PRECIPITATION:

M.A .R . 678MM

FIRST

Floor

RUNOFF

WATER

STORAGE

CAPACITY:

10 ,000 l itres

Ground

Floor

RUNOFF

ROOF

IRRIGATION

ephemeral

reed bed:

BIOFILTRATION

TOILET

FLUSHING

courtyard

irr igation

council

stormwater

OUTLET

OVERFLOW:

SURCHARGE

PIT

OVERFLOW:

BYPASS

PIPE

8 PErcent of

total roof area:

5 ,640 l itres per year

78 PErcent of

total roof area:

43,700 l itres per year

14 PErcent of

total roof area

10,900 l itres per year

47,400 l itres per year OUTFLOW, 12 ,840 l itres per year lost

to vegetation absorption and evaotransp iration

total SUSPENDED SOLIDS "TSS" REMOVED: 12 .2 kg per year; 98 percent

total PHOSPHORUS "TP" removed: 0 .0136 kg per year; 55 percent

TOTAL n itrogen "TN" removed: 0 . 1444 kg per year; 82 percent

OVERFLOW:

'V ' NOTCH

WEIR

FIRST

Floor

RUNOFF

TREATED

UnTREATED