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WATER MANAGEMENT SYSTEM FOR A HOSTEL BLOCK OF JADAVPUR UNIVERSITY, KOLKATA A PRESENTATION BY : PROBHASH KUMAR BISWAS TIRTHANKAR SARKAR
THE SITE WE HAVE PROPOSED A WATER MANAGEMENT SYSTEM IN  A PART OF JADAVPUR UNIVERSITY MAIN HOSTEL, KOLKATA , WHERE WATER IS WASTED CASUALLY. THE WASTAGE OF WATER IS HARD TO BE REDUCED IN SUCH A PLACE LIKE THIS HOSTEL. SO WE AS ARCHITECTS HAVE TO REDUCE THE EXPENSES ON PROCURING THE REQUIRED WATER BY DESIGNING A PROPER SYSTEM OF WATER MANAGEMENT. ,[object Object],[object Object],[object Object],PREVAILING CLIMATIC CONDITIONS MAXIMUM  TEMPERATURE IS RECORDED DURING MAY  –   35.2° C MINIMUM  TEMPERATURE IS RECORDED DURING JANUARY  –   14.1° C ANNUAL AVERAGE RAINFALL IS  1.191 M.  THE FOUR MONSOON MONTHS (JUNE TO SEPTEMBER) CONTRIBUTE ABOUT 89% OF THE TOTAL  ANNUAL RAINFALL.
DISCHARGING OF BLACK WATER TO GROUND THROUGH SOAK PIT RECYCLING OF GREY WATER GREY WATR FILTER CUM FLOCCULATOR MAXIMUM WATER LEVEL SEPTICTANK SOAK PIT INFILTRATION GALLERY STORAGE TANK PUMP PUMP SAND LAYER BRICK BALLAST SUPPORTING WALL PORUS CERAMIC PIPE OF  Φ 150 MM BRICK VAULT CONTAINING WEEPHOLES TO STORAGE TANK INFILTRATION GALLERY RECHARGE PIT COLLECTING WATER FROM ROAD RUN OFF
GREY WATER FROM TOILETS PUMPED TO POND POND HYACINTH TILAPIA INFILTRATION GALLERY STORAGE TANK PUMPED UP TO ROOF-TOP STORAGE TANK USED IN TOILETS FOR BATHING AND WASHING FLUSHING OF WATER CLOSETS DISINFECTANT ADDED
RAIN WATER HARVESTING FOR DRINKING PURPOSES Considering the area around Jadavpur :- Annual average rainfall is 1.919 m (say 1.9 m) No. of rainy days are 146. No. of non rainy days are 219. Roof top harvesting potential of the ‘D-Block’ :- Area of terrace is 325 sqm Runoff coefficient for roof is 0.85 (85%) Volume of rainfall on the terrace is ( 325 sqm X 1.9 m X 0.85 ) = 524.9 cum (say 525 cum) By proper harvesting procedure we can harvest at most 70% of the total rainfall. Volume of water that can be harvested = (525 X 0.7) = 367.5 cum  Storage potential :- Nos. of boarders in the hostel = 100 (maxim.) Per capita consumption for drinking and cooking = 10 litres. Yearly water requirement for drinking and cooking = (100 X 10 X 365) = 365000 litres      = 365 cum of water   < 367.5 cum. Hence if we design a rain water storage tank of size  12 m X 10 m X 3.25 m = 390 cum, it would be good enough to store drinking and cooking water for use, throughout the year. # [Provided that the water is properly harvested and purified.] SOLAR WATER PURIFIER SEMI UNDERGROUND WATER STORAGE TANK SOLAR WATER PURIFIER ROOF TOP WATER RESERVOIR
OBTAINED FROM RAIN- WATER HARVESTING PRODUCING GREY WATER PRODUCING BLACK WATER OUT OF THE  98 LITRES OF GREY WATER  SAY 85 % IS SENT BACK TO THE POND FOR RECYCLE BY EACH PERSON EACH DAY. HENCE  ( 0.85 x  98  = )  83.3  LITRES OF WATER IS RETURNED  OUT OF 128 LITRES TAKEN FROM THE POND  BY EACH PERSON EACH DAY. SO EACH PERSON DOES NOT RETURN ( 128 – 83.3 = )  44.7 LITRES OF WATER TO THE POND EACH DAY. SO  100 PERSONS IN 219 DRY DAYS  DOES NOT RETURN ( 44.7 x 219 x 100 =) 978930 LITRES  OR 978.93 CUM OF WATER TO  THE POND WHICH HAS A CAPACITY OF ABOUT 15000 CUM OF WATER. HENCE ONLY ABOUT  6 . 5 %   OF WATER IS REDUCED FROM THE POND DURING NON-RAINY DAYS IN A YEAR, WHICH IS NEGLIGIBLE COMPARED TO THE RAIN FALLING ON THE POND IN THE RAINY DAYS. INTAKE FROM POND PURPOSE QUANTITY  OF WATER REQD. DRINKING 2.5  LITRE COOKING 4.5  LITRE ABLUTION 18  LITRE WASHING CLOTHES 15  LITRE BATHING 30  LITRE OTHER WASHINGS 35  LITRE FLUSHING OF W.C. 30  LITRE TOTAL 135  LPCD
CONCEPT : ,[object Object],EFFECTIVE DESIGNING: ,[object Object],[object Object],[object Object],MAINTAINABILITY: ,[object Object],[object Object],COST EFFECTIVENESS: ,[object Object]
 

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Jadhavpur University - probhash_tirthankar

  • 1. WATER MANAGEMENT SYSTEM FOR A HOSTEL BLOCK OF JADAVPUR UNIVERSITY, KOLKATA A PRESENTATION BY : PROBHASH KUMAR BISWAS TIRTHANKAR SARKAR
  • 2.
  • 3. DISCHARGING OF BLACK WATER TO GROUND THROUGH SOAK PIT RECYCLING OF GREY WATER GREY WATR FILTER CUM FLOCCULATOR MAXIMUM WATER LEVEL SEPTICTANK SOAK PIT INFILTRATION GALLERY STORAGE TANK PUMP PUMP SAND LAYER BRICK BALLAST SUPPORTING WALL PORUS CERAMIC PIPE OF Φ 150 MM BRICK VAULT CONTAINING WEEPHOLES TO STORAGE TANK INFILTRATION GALLERY RECHARGE PIT COLLECTING WATER FROM ROAD RUN OFF
  • 4. GREY WATER FROM TOILETS PUMPED TO POND POND HYACINTH TILAPIA INFILTRATION GALLERY STORAGE TANK PUMPED UP TO ROOF-TOP STORAGE TANK USED IN TOILETS FOR BATHING AND WASHING FLUSHING OF WATER CLOSETS DISINFECTANT ADDED
  • 5. RAIN WATER HARVESTING FOR DRINKING PURPOSES Considering the area around Jadavpur :- Annual average rainfall is 1.919 m (say 1.9 m) No. of rainy days are 146. No. of non rainy days are 219. Roof top harvesting potential of the ‘D-Block’ :- Area of terrace is 325 sqm Runoff coefficient for roof is 0.85 (85%) Volume of rainfall on the terrace is ( 325 sqm X 1.9 m X 0.85 ) = 524.9 cum (say 525 cum) By proper harvesting procedure we can harvest at most 70% of the total rainfall. Volume of water that can be harvested = (525 X 0.7) = 367.5 cum Storage potential :- Nos. of boarders in the hostel = 100 (maxim.) Per capita consumption for drinking and cooking = 10 litres. Yearly water requirement for drinking and cooking = (100 X 10 X 365) = 365000 litres = 365 cum of water < 367.5 cum. Hence if we design a rain water storage tank of size 12 m X 10 m X 3.25 m = 390 cum, it would be good enough to store drinking and cooking water for use, throughout the year. # [Provided that the water is properly harvested and purified.] SOLAR WATER PURIFIER SEMI UNDERGROUND WATER STORAGE TANK SOLAR WATER PURIFIER ROOF TOP WATER RESERVOIR
  • 6. OBTAINED FROM RAIN- WATER HARVESTING PRODUCING GREY WATER PRODUCING BLACK WATER OUT OF THE 98 LITRES OF GREY WATER SAY 85 % IS SENT BACK TO THE POND FOR RECYCLE BY EACH PERSON EACH DAY. HENCE ( 0.85 x 98 = ) 83.3 LITRES OF WATER IS RETURNED OUT OF 128 LITRES TAKEN FROM THE POND BY EACH PERSON EACH DAY. SO EACH PERSON DOES NOT RETURN ( 128 – 83.3 = ) 44.7 LITRES OF WATER TO THE POND EACH DAY. SO 100 PERSONS IN 219 DRY DAYS DOES NOT RETURN ( 44.7 x 219 x 100 =) 978930 LITRES OR 978.93 CUM OF WATER TO THE POND WHICH HAS A CAPACITY OF ABOUT 15000 CUM OF WATER. HENCE ONLY ABOUT 6 . 5 % OF WATER IS REDUCED FROM THE POND DURING NON-RAINY DAYS IN A YEAR, WHICH IS NEGLIGIBLE COMPARED TO THE RAIN FALLING ON THE POND IN THE RAINY DAYS. INTAKE FROM POND PURPOSE QUANTITY OF WATER REQD. DRINKING 2.5 LITRE COOKING 4.5 LITRE ABLUTION 18 LITRE WASHING CLOTHES 15 LITRE BATHING 30 LITRE OTHER WASHINGS 35 LITRE FLUSHING OF W.C. 30 LITRE TOTAL 135 LPCD
  • 7.
  • 8.