Post on 16-Apr-2017
HILDA INAYA ILMA21080112110096
Responsi 1Type of Solids Feed (%TS) Thickened Solids (%TS)
Primary (PRI) 2 – 7 5 – 10 Trickling Filter (TF) 1 – 4 3 – 6 Rotating Biological Contactor (RBC)
1 – 3,5 2 – 5
Waste Activated Solids (WAS) 0,2 – 1 2 – 3 PRI + WAS 0,5 – 4 4 – 7 PRI + TF 2 – 6 5 – 9 PRI + RBC 2 – 6 5 – 8 PRI + Lime 3 – 4,5 10 – 15 PRI + (WAS + Iron) 1,5 3 PRI + (WAS + Aluminium Salts) 0,2 – 0,4 4,5 – 6,5 Anaerobically Digested PRI + WAS
4 8
Berdasarkan data kinerja gravity thickening konvensional diatas, coba Saudara/i analisis berdasarkan formula kalkulasi sederhana dan perencanaan.
Lumpur Primary Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 7%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/71/93
793
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
300,7
)02,1(3/1000)100/7(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur Primary Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 10%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
025,132,1/101/90
1090
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
388,4
)025,1(3/1000)100/10(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%26,301000,788,40,7
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur Trickling Filter Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 4%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
01,132,1/41/96
496
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
338,12
)01,1(3/1000)100/4(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur Trickling Filter Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 6%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
015,132,1/61/94
694
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
321,8
)015,1(3/1000)100/6(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%68,3310038,1221,838,12
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur RBC Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 3,5%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
008,132,1/5,31/5,96
5,35,96
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
317,14
)008,1(3/1000)100/5,3(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur RBC Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 5%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
012,132,1/51/95
595
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
388,9
)012,1(3/1000)100/5(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%28,3010017,1488,917,14
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur WAS Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 1%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
002,132,1/11/99
199
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
39,49
)002,1(3/1000)100/1(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur WAS Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 3%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
007,132,1/31/97
397
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
355,16
)007,1(3/1000)100/3(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%83,661009,4955,169,49
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+WAS Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 4%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
01,132,1/41/96
496
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
337,12
)01,1(3/1000)100/4(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur PRI+WAS Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 7%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/71/93
793
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
300,7
)02,1(3/1000)100/7(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%41,4310037,1200,737,12
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+TF Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 6%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
015,132,1/61/94
694
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
321,8
)015,1(3/1000)100/6(
500
)(% .
mVp
mkg
kgVp
SrsolidMVp
sludgewet
P
Lumpur PRI+TF Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 9%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/91/91
991
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
344,5
)02,1(3/1000)100/9(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%74,3310037,1244,521,8
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+RBC Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 6%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
015,132,1/61/94
694
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
321,8
)015,1(3/1000)100/6(
500
)(% .
mVp
mkg
kgVp
SrsolidMVp
sludgewet
P
Lumpur PRI+RBC Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 8%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/81/92
892
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
313,6
)02,1(3/1000)100/8(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%33,2510021,813,621,8
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+Lime Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 4,5%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
01,132,1/5,41/5,95
5,45,95
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
300,11
)01,1(3/1000)100/5,4(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur PRI+Lime Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 15%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
04,132,1/151/85
1585
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
321,3
)04,1(3/1000)100/15(
500
)(% .
mVt
mkg
kgVt
SrsolidMVt
sludgewet
P
%81,7010000,1121,300,11
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+(WAS + Iron) Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 1,5%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
006,132,1/5,11/5,98
5,15,98
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
313,33
)006,1(3/1000)100/5,1(500
)(% .
mVp
mkgkg
Vp
SrsolidMVp
sludgewet
P
Lumpur WAS Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 3%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
007,132,1/31/97
397
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
355,16
)007,1(3/1000)100/3(500
)(% .
mVt
mkgkg
Vt
SrsolidMVt
sludgewet
P
%05,5010013,3355,1613,33
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur PRI+(Alumunium Salt) Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 0,4%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
001,132,1/4,01/6,99
4,06,99
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
349,12
)001,1(3/1000)100/4,0(500
)(% .
mVp
mkg
kgVp
SrsolidMVp
sludgewet
P
Lumpur WAS+Alumunium Salt Thickened
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 6,5%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/5,61/5,93
5,65,93
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
354,7
)02,1(3/1000)100/5,6(
500
)(% .
mVt
mkg
kgVt
SrsolidMVt
sludgewet
P
%63,3910049,1254,749,12
100
xreductionvolume
xVVV
reductionvolumep
tp
Lumpur Anarobical Digested Feed
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 4%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
001,132,1/41/96
496
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
349,12
)001,1(3/1000)100/4,0(500
)(% .
mVp
mkg
kgVp
SrsolidMVp
sludgewet
P
Lumpur Anaerobical Digested
• Asumsi massa lumpur = 500 kg• Asumsi Sv = 1 ; Sf = 2,5• Asumsi Vs = 60% ; Fs = 40%• Solid = 8%
32,10,16,0
5,24,01
s
s
v
v
f
f
s
s
SS
SW
SW
SW
02,132,1/81/92
892
/%/%%%
.
.
sludgewet
sludgewet
S
SssludgeinsolidSwwatersludgeinsolidwater
S
313,6
)02,1(3/1000)100/8(
500
)(% .
mVt
mkg
kgVt
SrsolidMVt
sludgewet
P
%48,4910049,1231,649,12
100
xreductionvolume
xVVV
reductionvolumep
tp
• Semakin besar nilai Ss, dapat dikatakan partikel tersebut akan semakin berat, sehingga td (time detention) akan semakin cepat atau pendek, sehingga SsLR semakin besar, HRL semakin kecil, karena nilai HLR berbanding terbalik dengan A (luas permukaan), sehingga apabila nilai HRL kecil maka luas permukaan akan semakin besar, otomatis dimensi dari gravity thickener semakin besar.
Responsi 2Type of Solids Feed (%TS) Thickened Solids (%TS) Digested Solids (%TS) Dewatered Solids
(%TS)Primary (PRI) 2 – 7 5 – 10 10 – 20 20 – 35
Trickling Filter (TF) 1 – 4 3 – 6 8 – 12 16 – 25
Rotating Biological Contactor (RBC)
1 – 3,5 2 – 5 4 – 10 8 – 20
Waste Activated Solids (WAS)
0,2 – 1 2 – 3 4 – 6 8 – 15
PRI + WAS 0,5 – 4 4 – 7 8 – 14 16 – 28
PRI + TF 2 – 6 5 – 9 10 – 18 20 – 35
PRI + RBC 2 – 6 5 – 8 10 – 16 20 – 32
PRI + Lime 3 – 4,5 10 – 15 20 – 30 35 – 50
PRI + (WAS + Iron) 1,5 3 6 12
PRI + (WAS + Aluminium Salts)
0,2 – 0,4 4,5 – 6,5 9 – 13 18 – 25
Anaerobically Digested PRI + WAS
4 8 16 30
Berdasarkan data kinerja diatas, coba Saudara/i analisis berdasarkan formula kalkulasi sederhana dan perencanaan.