G.T.Z (ص 10)
غرض
- عنوان
- G.T.Z (ص 10)
- المحتوى
-
Table No. 1
EXPECTED LOADS ON THE TREATMENT PLANT 0
5
----------------------------------- م م م م م ا م اعم عه ا م م م ا م عم امم ا مم ع م ا cy
ا Bet ١ First Phase ! Second Phase |} 4
er ee area ا ع ae دين dt fo KY,
Number of Inhabitants ١ 26 0 H 41 000 ' و3
H H 102
Sewered Population ! 2 20 000 ! 35 000 ese
' H :
Specific Flow (1-.p.c.d.) H 120 H 140 0
Sewage - daily flow cu.m/d } 2 400 Hy 5 000 '
١ ١ '
Pollutant Contribution 0 ' '
BOD and SS (g-p.c.d.) H 50 H 60 0
5 H ا H
Pollutant Load (Kg/d) H 1 000 ' 2 100 H
i H 0
Pollutant Concentration H ' '
(mg/1) H 400 H 420 '
4. General
basic methods can be considered as representative of the
gical processes which can produce high quality effluent. ana
technical and economic aspects should be studied and compsred ins
} suitable method of sewage treatment.
3 the wastes, and has proven itself, ه12
) the world for many ‘years.
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- G.T.Z
- تاريخ
- 1980
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