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Lampiran BTabel Data Perhitungan
Pasir Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.03 m diameter partikel : 0.0000533 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.04 0.10050 0.00013 6.69E-11 0.999999496 0.10050 0.00026 Minimum1600 0.00044 0.055 0.13401 0.00018 9.20E-11 0.999999496 0.13400 0.00035 Minimum2000 0.00056 0.07 0.16751 0.00023 1.17E-10 0.999999496 0.16751 0.00045 Homogennously2400 0.00067 0.085 0.20101 0.00028 1.42E-10 0.999999496 0.20101 0.00054 Homogennously2800 0.00078 0.09 0.23451 0.00030 1.51E-10 0.999999496 0.23451 0.00058 Homogennously3200 0.00089 0.11 0.26801 0.00036 1.84E-10 0.999999496 0.26801 0.00070 Bubling3600 0.00100 0.112 0.30151 0.00037 1.87E-10 0.999999496 0.30151 0.00072 Bubling4000 0.00111 0.119 0.33501 0.00039 1.99E-10 0.999999496 0.33501 0.00076 Bubling4400 0.00122 0.12 0.36851 0.00040 2.01E-10 0.999999496 0.36851 0.00077 Bubling4800 0.00133 0.121 0.40202 0.00040 2.02E-10 0.999999496 0.40201 0.00077 Bubling5200 0.00144 0.126 0.43552 0.00042 2.11E-10 0.999999496 0.43552 0.00081 Bubling5600 0.00156 0.13 0.46902 0.00043 2.17E-10 0.999999496 0.46902 0.00083 Bubling6000 0.00167 0.133 0.50252 0.00044 2.22E-10 0.999999496 0.50252 0.00085 Bubling6400 0.00178 0.136 0.53602 0.00045 2.27E-10 0.999999496 0.53602 0.00087 Bubling6800 0.00189 0.139 0.56952 0.00046 2.32E-10 0.999999496 0.56952 0.00089 Bubling7200 0.00200 0.14 0.60302 0.00046 2.34E-10 0.999999496 0.60302 0.00089 Bubling7600 0.00211 0.14 0.63652 0.00046 2.34E-10 0.999999496 0.63652 0.00089 Bubling8000 0.00222 0.145 0.67003 0.00048 2.43E-10 0.999999496 0.67002 0.00093 Bubling8400 0.00233 0.16 0.70353 0.00053 2.68E-10 0.999999496 0.70353 0.00102 Bubling8800 0.00244 0.165 0.73703 0.00055 2.76E-10 0.999999496 0.73703 0.00105 Bubling9200 0.00256 0.18 0.77053 0.00060 3.01E-10 0.999999496 0.77053 0.00115 Bubling9600 0.00267 0.2 0.80403 0.00066 3.35E-10 0.999999496 0.80403 0.00128 Bubling
2.4499 x 10-11 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
10000 0.00278 0.225 0.83753 0.00075 3.76E-10 0.999999496 0.83753 0.00144 Bubling
Pasir Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.04 m diameter partikel : 0.0000533 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.043 0.10050 0.00014 7.19E-11 0.999999496 0.10050 0.00027 Minimum1600 0.00044 0.06 0.13401 0.00020 1.00E-10 0.999999496 0.13400 0.00038 Minimum2000 0.00056 0.1 0.16751 0.00033 1.67E-10 0.999999496 0.16751 0.00064 Homogennously2400 0.00067 0.103 0.20101 0.00034 1.72E-10 0.999999496 0.20101 0.00066 Homogennously2800 0.00078 0.104 0.23451 0.00034 1.74E-10 0.999999496 0.23451 0.00066 Homogennously3200 0.00089 0.105 0.26801 0.00035 1.76E-10 0.999999496 0.26801 0.00067 Homogennously3600 0.00100 0.11 0.30151 0.00036 1.84E-10 0.999999496 0.30151 0.00070 Homogennously4000 0.00111 0.116 0.33501 0.00038 1.94E-10 0.999999496 0.33501 0.00074 Homogennously4400 0.00122 0.12 0.36851 0.00040 2.01E-10 0.999999496 0.36851 0.00077 Bubling4800 0.00133 0.13 0.40202 0.00043 2.17E-10 0.999999496 0.40201 0.00083 Bubling5200 0.00144 0.135 0.43552 0.00045 2.26E-10 0.999999496 0.43552 0.00086 Bubling5600 0.00156 0.15 0.46902 0.00050 2.51E-10 0.999999496 0.46902 0.00096 Bubling6000 0.00167 0.155 0.50252 0.00051 2.59E-10 0.999999496 0.50252 0.00099 Bubling6400 0.00178 0.16 0.53602 0.00053 2.68E-10 0.999999496 0.53602 0.00102 Bubling6800 0.00189 0.17 0.56952 0.00056 2.84E-10 0.999999496 0.56952 0.00109 Bubling7200 0.00200 0.175 0.60302 0.00058 2.93E-10 0.999999496 0.60302 0.00112 Bubling7600 0.00211 0.18 0.63652 0.00060 3.01E-10 0.999999496 0.63652 0.00115 Bubling8000 0.00222 0.195 0.67003 0.00065 3.26E-10 0.999999496 0.67002 0.00125 Bubling8400 0.00233 0.215 0.70353 0.00071 3.60E-10 0.999999496 0.70353 0.00137 Bubling8800 0.00244 0.23 0.73703 0.00076 3.85E-10 0.999999496 0.73703 0.00147 Bubling9200 0.00256 0.24 0.77053 0.00080 4.01E-10 0.999999496 0.77053 0.00153 Bubling9600 0.00267 0.25 0.80403 0.00083 4.18E-10 0.999999496 0.80403 0.00160 Bubling
10000 0.00278 0.265 0.83753 0.00088 4.43E-10 0.999999496 0.83753 0.00169 Slugging
2.4499 x 10-11 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Pasir Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.05 m diameter parti0.0000533 m
Flowrate (Q)Flowrate (Q)Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.05 0.10050 0.00017 8.36E-11 0.9999994957 0.10050 0.00032 Fixed Bed1600 0.00044 0.055 0.13401 0.00018 9.20E-11 0.9999994957 0.13400 0.00035 Minimum2000 0.00056 0.06 0.16751 0.00020 1.00E-10 0.9999994957 0.16751 0.00038 Minimum2400 0.00067 0.065 0.20101 0.00022 1.09E-10 0.9999994957 0.20101 0.00042 Minimum2800 0.00078 0.08 0.23451 0.00027 1.34E-10 0.9999994957 0.23451 0.00051 Homogennously3200 0.00089 0.086 0.26801 0.00029 1.44E-10 0.9999994957 0.26801 0.00055 Homogennously3600 0.00100 0.093 0.30151 0.00031 1.56E-10 0.9999994957 0.30151 0.00059 Homogennously4000 0.00111 0.1 0.33501 0.00033 1.67E-10 0.9999994957 0.33501 0.00064 Bubling4400 0.00122 0.102 0.36851 0.00034 1.71E-10 0.9999994957 0.36851 0.00065 Bubling4800 0.00133 0.105 0.40202 0.00035 1.76E-10 0.9999994957 0.40201 0.00067 Bubling5200 0.00144 0.11 0.43552 0.00036 1.84E-10 0.9999994957 0.43552 0.00070 Bubling5600 0.00156 0.115 0.46902 0.00038 1.92E-10 0.9999994957 0.46902 0.00073 Bubling6000 0.00167 0.125 0.50252 0.00041 2.09E-10 0.9999994957 0.50252 0.00080 Bubling6400 0.00178 0.13 0.53602 0.00043 2.17E-10 0.9999994957 0.53602 0.00083 Bubling6800 0.00189 0.135 0.56952 0.00045 2.26E-10 0.9999994957 0.56952 0.00086 Bubling7200 0.00200 0.155 0.60302 0.00051 2.59E-10 0.9999994957 0.60302 0.00099 Bubling7600 0.00211 0.16 0.63652 0.00053 2.68E-10 0.9999994957 0.63652 0.00102 Bubling8000 0.00222 0.17 0.67003 0.00056 2.84E-10 0.9999994957 0.67002 0.00109 Bubling8400 0.00233 0.19 0.70353 0.00063 3.18E-10 0.9999994957 0.70353 0.00121 Bubling8800 0.00244 0.2 0.73703 0.00066 3.35E-10 0.9999994957 0.73703 0.00128 Bubling9200 0.00256 0.21 0.77053 0.00070 3.51E-10 0.9999994957 0.77053 0.00134 Bubling9600 0.00267 0.215 0.80403 0.00071 3.60E-10 0.9999994957 0.80403 0.00137 Bubling
10000 0.00278 0.225 0.83753 0.00075 3.76E-10 0.9999994957 0.83753 0.00144 Bubling
2.4499 x 10-11 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Zeolit Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.03 m diameter partikel : 0.00036 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.03 0.10050 0.00010 2.44E-09 0.99997546 0.10050 0.00825 Fixed Bed1600 0.00044 0.03 0.13401 0.00010 2.44E-09 0.99997546 0.13400 0.00825 Fixed Bed2000 0.00056 0.03 0.16751 0.00010 2.44E-09 0.99997546 0.16750 0.00825 Fixed Bed2400 0.00067 0.03 0.20101 0.00010 2.44E-09 0.99997546 0.20100 0.00825 Fixed Bed2800 0.00078 0.03 0.23451 0.00010 2.44E-09 0.99997546 0.23450 0.00825 Fixed Bed3200 0.00089 0.03 0.26801 0.00010 2.44E-09 0.99997546 0.26800 0.00825 Fixed Bed3600 0.00100 0.03 0.30151 0.00010 2.44E-09 0.99997546 0.30150 0.00825 Fixed Bed4000 0.00111 0.03 0.33501 0.00010 2.44E-09 0.99997546 0.33500 0.00825 Fixed Bed4400 0.00122 0.03 0.36851 0.00010 2.44E-09 0.99997546 0.36850 0.00825 Fixed Bed4800 0.00133 0.03 0.40202 0.00010 2.44E-09 0.99997546 0.40201 0.00825 Fixed Bed5200 0.00144 0.03 0.43552 0.00010 2.44E-09 0.99997546 0.43551 0.00825 Fixed Bed5600 0.00156 0.03 0.46902 0.00010 2.44E-09 0.99997546 0.46901 0.00825 Fixed Bed6000 0.00167 0.03 0.50252 0.00010 2.44E-09 0.99997546 0.50251 0.00825 Fixed Bed6400 0.00178 0.03 0.53602 0.00010 2.44E-09 0.99997546 0.53601 0.00825 Fixed Bed6800 0.00189 0.03 0.56952 0.00010 2.44E-09 0.99997546 0.56951 0.00825 Fixed Bed7200 0.00200 0.03 0.60302 0.00010 2.44E-09 0.99997546 0.60301 0.00825 Fixed Bed7600 0.00211 0.03 0.63652 0.00010 2.44E-09 0.99997546 0.63651 0.00825 Fixed Bed8000 0.00222 0.033 0.67003 0.00011 2.69E-09 0.99997546 0.67001 0.00907 Minimum8400 0.00233 0.035 0.70353 0.00012 2.85E-09 0.99997546 0.70351 0.00962 Minimum8800 0.00244 0.037 0.73703 0.00012 3.01E-09 0.99997546 0.73701 0.01017 Minimum9200 0.00256 0.04 0.77053 0.00013 3.26E-09 0.99997546 0.77051 0.01099 Minimum9600 0.00267 0.04 0.80403 0.00013 3.26E-09 0.99997546 0.80401 0.01099 Minimum
10000 0.00278 0.045 0.83753 0.00015 3.66E-09 0.99997546 0.83751 0.01237 Minimum
2.2346 x 10-8 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Zeolit Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.04 m diameter partikel : 0.00036 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.04 0.10050 0.00013 3.26E-09 0.99997546 0.10050 0.01099 Fixed Bed1600 0.00044 0.04 0.13401 0.00013 3.26E-09 0.99997546 0.13400 0.01099 Fixed Bed2000 0.00056 0.04 0.16751 0.00013 3.26E-09 0.99997546 0.16750 0.01099 Fixed Bed2400 0.00067 0.04 0.20101 0.00013 3.26E-09 0.99997546 0.20100 0.01099 Fixed Bed2800 0.00078 0.04 0.23451 0.00013 3.26E-09 0.99997546 0.23450 0.01099 Fixed Bed3200 0.00089 0.04 0.26801 0.00013 3.26E-09 0.99997546 0.26800 0.01099 Fixed Bed3600 0.00100 0.04 0.30151 0.00013 3.26E-09 0.99997546 0.30150 0.01099 Fixed Bed4000 0.00111 0.04 0.33501 0.00013 3.26E-09 0.99997546 0.33500 0.01099 Fixed Bed4400 0.00122 0.04 0.36851 0.00013 3.26E-09 0.99997546 0.36850 0.01099 Fixed Bed4800 0.00133 0.04 0.40202 0.00013 3.26E-09 0.99997546 0.40201 0.01099 Fixed Bed5200 0.00144 0.04 0.43552 0.00013 3.26E-09 0.99997546 0.43551 0.01099 Fixed Bed5600 0.00156 0.04 0.46902 0.00013 3.26E-09 0.99997546 0.46901 0.01099 Fixed Bed6000 0.00167 0.04 0.50252 0.00013 3.26E-09 0.99997546 0.50251 0.01099 Fixed Bed6400 0.00178 0.04 0.53602 0.00013 3.26E-09 0.99997546 0.53601 0.01099 Fixed Bed6800 0.00189 0.04 0.56952 0.00013 3.26E-09 0.99997546 0.56951 0.01099 Fixed Bed7200 0.00200 0.04 0.60302 0.00013 3.26E-09 0.99997546 0.60301 0.01099 Fixed Bed7600 0.00211 0.04 0.63652 0.00013 3.26E-09 0.99997546 0.63651 0.01099 Fixed Bed8000 0.00222 0.04 0.67003 0.00013 3.26E-09 0.99997546 0.67001 0.01099 Fixed Bed8400 0.00233 0.04 0.70353 0.00013 3.26E-09 0.99997546 0.70351 0.01099 Fixed Bed8800 0.00244 0.043 0.73703 0.00014 3.50E-09 0.99997546 0.73701 0.01182 Minimum9200 0.00256 0.045 0.77053 0.00015 3.66E-09 0.99997546 0.77051 0.01237 Minimum9600 0.00267 0.047 0.80403 0.00016 3.83E-09 0.99997546 0.80401 0.01292 Minimum
10000 0.00278 0.05 0.83753 0.00017 4.07E-09 0.99997546 0.83751 0.01374 Minimum
2.2346 x 10-8 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Zeolit Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.05 m diameter partikel : 0.00036 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.05 0.10050 0.00017 4.07E-09 0.99997546 0.10050 0.01374 Fixed Bed1600 0.00044 0.05 0.13401 0.00017 4.07E-09 0.99997546 0.13400 0.01374 Fixed Bed2000 0.00056 0.05 0.16751 0.00017 4.07E-09 0.99997546 0.16750 0.01374 Fixed Bed2400 0.00067 0.05 0.20101 0.00017 4.07E-09 0.99997546 0.20100 0.01374 Fixed Bed2800 0.00078 0.05 0.23451 0.00017 4.07E-09 0.99997546 0.23450 0.01374 Fixed Bed3200 0.00089 0.05 0.26801 0.00017 4.07E-09 0.99997546 0.26800 0.01374 Fixed Bed3600 0.00100 0.05 0.30151 0.00017 4.07E-09 0.99997546 0.30150 0.01374 Fixed Bed4000 0.00111 0.05 0.33501 0.00017 4.07E-09 0.99997546 0.33500 0.01374 Fixed Bed4400 0.00122 0.05 0.36851 0.00017 4.07E-09 0.99997546 0.36850 0.01374 Fixed Bed4800 0.00133 0.05 0.40202 0.00017 4.07E-09 0.99997546 0.40201 0.01374 Fixed Bed5200 0.00144 0.05 0.43552 0.00017 4.07E-09 0.99997546 0.43551 0.01374 Fixed Bed5600 0.00156 0.05 0.46902 0.00017 4.07E-09 0.99997546 0.46901 0.01374 Fixed Bed6000 0.00167 0.05 0.50252 0.00017 4.07E-09 0.99997546 0.50251 0.01374 Fixed Bed6400 0.00178 0.05 0.53602 0.00017 4.07E-09 0.99997546 0.53601 0.01374 Fixed Bed6800 0.00189 0.05 0.56952 0.00017 4.07E-09 0.99997546 0.56951 0.01374 Fixed Bed7200 0.00200 0.05 0.60302 0.00017 4.07E-09 0.99997546 0.60301 0.01374 Fixed Bed7600 0.00211 0.05 0.63652 0.00017 4.07E-09 0.99997546 0.63651 0.01374 Fixed Bed8000 0.00222 0.05 0.67003 0.00017 4.07E-09 0.99997546 0.67001 0.01374 Fixed Bed8400 0.00233 0.05 0.70353 0.00017 4.07E-09 0.99997546 0.70351 0.01374 Fixed Bed8800 0.00244 0.05 0.73703 0.00017 4.07E-09 0.99997546 0.73701 0.01374 Fixed Bed9200 0.00256 0.05 0.77053 0.00017 4.07E-09 0.99997546 0.77051 0.01374 Fixed Bed9600 0.00267 0.05 0.80403 0.00017 4.07E-09 0.99997546 0.80401 0.01374 Fixed Bed
10000 0.00278 0.052 0.83753 0.00017 4.23E-09 0.99997546 0.83751 0.01429 Minimum
2.2346 x 10-8 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Arang Aktif Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.03 m diameter partikel : 0.00022 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.03 0.10050 0.00010 8.32E-10 0.999991637 0.10050 0.00143 Fixed Bed1600 0.00044 0.03 0.13401 0.00010 8.32E-10 0.999991637 0.13400 0.00143 Fixed Bed2000 0.00056 0.03 0.16751 0.00010 8.32E-10 0.999991637 0.16750 0.00143 Fixed Bed2400 0.00067 0.032 0.20101 0.00011 8.88E-10 0.999991637 0.20101 0.00153 Minimum2800 0.00078 0.035 0.23451 0.00012 9.71E-10 0.999991637 0.23451 0.00167 Minimum3200 0.00089 0.037 0.26801 0.00012 1.03E-09 0.999991637 0.26801 0.00176 Minimum3600 0.00100 0.039 0.30151 0.00013 1.08E-09 0.999991637 0.30151 0.00186 Minimum4000 0.00111 0.042 0.33501 0.00014 1.16E-09 0.999991637 0.33501 0.00200 Minimum4400 0.00122 0.044 0.36851 0.00015 1.22E-09 0.999991637 0.36851 0.00210 Minimum4800 0.00133 0.046 0.40202 0.00015 1.28E-09 0.999991637 0.40201 0.00219 Minimum5200 0.00144 0.048 0.43552 0.00016 1.33E-09 0.999991637 0.43551 0.00229 Minimum5600 0.00156 0.05 0.46902 0.00017 1.39E-09 0.999991637 0.46901 0.00238 Homogennously6000 0.00167 0.052 0.50252 0.00017 1.44E-09 0.999991637 0.50251 0.00248 Homogennously6400 0.00178 0.054 0.53602 0.00018 1.50E-09 0.999991637 0.53602 0.00258 Homogennously6800 0.00189 0.057 0.56952 0.00019 1.58E-09 0.999991637 0.56952 0.00272 Homogennously7200 0.00200 0.06 0.60302 0.00020 1.66E-09 0.999991637 0.60302 0.00286 Homogennously7600 0.00211 0.065 0.63652 0.00022 1.80E-09 0.999991637 0.63652 0.00310 Homogennously8000 0.00222 0.07 0.67003 0.00023 1.94E-09 0.999991637 0.67002 0.00334 Homogennously8400 0.00233 0.075 0.70353 0.00025 2.08E-09 0.999991637 0.70352 0.00358 Homogennously8800 0.00244 0.08 0.73703 0.00027 2.22E-09 0.999991637 0.73702 0.00382 Bubling9200 0.00256 0.085 0.77053 0.00028 2.36E-09 0.999991637 0.77052 0.00405 Bubling9600 0.00267 0.09 0.80403 0.00030 2.50E-09 0.999991637 0.80402 0.00429 Bubling
10000 0.00278 0.1 0.83753 0.00033 2.77E-09 0.999991637 0.83752 0.00477 Bubling
2.3723 x 10-9 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Arang Aktif Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.04 m diameter partikel : 0.00022 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.04 0.10050 0.00013 1.11E-09 0.999991637 0.10050 0.00191 Fixed Bed1600 0.00044 0.04 0.13401 0.00013 1.11E-09 0.999991637 0.13400 0.00191 Fixed Bed2000 0.00056 0.04 0.16751 0.00013 1.11E-09 0.999991637 0.16750 0.00191 Fixed Bed2400 0.00067 0.04 0.20101 0.00013 1.11E-09 0.999991637 0.20101 0.00191 Fixed Bed2800 0.00078 0.04 0.23451 0.00013 1.11E-09 0.999991637 0.23451 0.00191 Fixed Bed3200 0.00089 0.04 0.26801 0.00013 1.11E-09 0.999991637 0.26801 0.00191 Fixed Bed3600 0.00100 0.042 0.30151 0.00014 1.16E-09 0.999991637 0.30151 0.00200 Minimum4000 0.00111 0.042 0.33501 0.00014 1.16E-09 0.999991637 0.33501 0.00200 Minimum4400 0.00122 0.043 0.36851 0.00014 1.19E-09 0.999991637 0.36851 0.00205 Minimum4800 0.00133 0.044 0.40202 0.00015 1.22E-09 0.999991637 0.40201 0.00210 Minimum5200 0.00144 0.045 0.43552 0.00015 1.25E-09 0.999991637 0.43551 0.00215 Minimum5600 0.00156 0.047 0.46902 0.00016 1.30E-09 0.999991637 0.46901 0.00224 Minimum6000 0.00167 0.047 0.50252 0.00016 1.30E-09 0.999991637 0.50251 0.00224 Minimum6400 0.00178 0.05 0.53602 0.00017 1.39E-09 0.999991637 0.53602 0.00238 Homogennously6800 0.00189 0.055 0.56952 0.00018 1.53E-09 0.999991637 0.56952 0.00262 Homogennously7200 0.00200 0.06 0.60302 0.00020 1.66E-09 0.999991637 0.60302 0.00286 Homogennously7600 0.00211 0.065 0.63652 0.00022 1.80E-09 0.999991637 0.63652 0.00310 Homogennously8000 0.00222 0.065 0.67003 0.00022 1.80E-09 0.999991637 0.67002 0.00310 Homogennously8400 0.00233 0.07 0.70353 0.00023 1.94E-09 0.999991637 0.70352 0.00334 Homogennously8800 0.00244 0.075 0.73703 0.00025 2.08E-09 0.999991637 0.73702 0.00358 Homogennously9200 0.00256 0.08 0.77053 0.00027 2.22E-09 0.999991637 0.77052 0.00382 Bubling9600 0.00267 0.085 0.80403 0.00028 2.36E-09 0.999991637 0.80402 0.00405 Bubling
10000 0.00278 0.09 0.83753 0.00030 2.50E-09 0.999991637 0.83752 0.00429 Bubling
2.3723 x 10-9 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
Arang Aktif Kolom 2ID 0.065 mMassa BedTinggi Unggun (Lo) 0.05 m diameter partikel : 0.00022 m
Flowrate (Q) Flowrate (Q) Tinggi Bed v V Bed V Partikel Voidage ΔP PerhitunganKondisi Bed
(L/jam) (m) (m/s) ε (m/s)1200 0.00033 0.05 0.10050 0.00017 1.39E-09 0.999991637 0.10050 0.00238 Fixed Bed1600 0.00044 0.05 0.13401 0.00017 1.39E-09 0.999991637 0.13400 0.00238 Fixed Bed2000 0.00056 0.05 0.16751 0.00017 1.39E-09 0.999991637 0.16750 0.00238 Fixed Bed2400 0.00067 0.05 0.20101 0.00017 1.39E-09 0.999991637 0.20101 0.00238 Fixed Bed2800 0.00078 0.05 0.23451 0.00017 1.39E-09 0.999991637 0.23451 0.00238 Fixed Bed3200 0.00089 0.05 0.26801 0.00017 1.39E-09 0.999991637 0.26801 0.00238 Fixed Bed3600 0.00100 0.05 0.30151 0.00017 1.39E-09 0.999991637 0.30151 0.00238 Fixed Bed4000 0.00111 0.052 0.33501 0.00017 1.44E-09 0.999991637 0.33501 0.00248 Minimum4400 0.00122 0.052 0.36851 0.00017 1.44E-09 0.999991637 0.36851 0.00248 Minimum4800 0.00133 0.054 0.40202 0.00018 1.50E-09 0.999991637 0.40201 0.00258 Minimum5200 0.00144 0.055 0.43552 0.00018 1.53E-09 0.999991637 0.43551 0.00262 Minimum5600 0.00156 0.056 0.46902 0.00019 1.55E-09 0.999991637 0.46901 0.00267 Minimum6000 0.00167 0.058 0.50252 0.00019 1.61E-09 0.999991637 0.50251 0.00277 Minimum6400 0.00178 0.058 0.53602 0.00019 1.61E-09 0.999991637 0.53602 0.00277 Minimum6800 0.00189 0.058 0.56952 0.00019 1.61E-09 0.999991637 0.56952 0.00277 Minimum7200 0.00200 0.06 0.60302 0.00020 1.66E-09 0.999991637 0.60302 0.00286 Homogennously7600 0.00211 0.062 0.63652 0.00021 1.72E-09 0.999991637 0.63652 0.00296 Homogennously8000 0.00222 0.064 0.67003 0.00021 1.78E-09 0.999991637 0.67002 0.00305 Homogennously8400 0.00233 0.066 0.70353 0.00022 1.83E-09 0.999991637 0.70352 0.00315 Homogennously8800 0.00244 0.07 0.73703 0.00023 1.94E-09 0.999991637 0.73702 0.00334 Homogennously9200 0.00256 0.074 0.77053 0.00025 2.05E-09 0.999991637 0.77052 0.00353 Homogennously9600 0.00267 0.076 0.80403 0.00025 2.11E-09 0.999991637 0.80402 0.00363 Homogennously
10000 0.00278 0.08 0.83753 0.00027 2.22E-09 0.999991637 0.83752 0.00382 Bubling
2.3723 x 10-9 kg
v'mf
(m3/s) (m3) (m3) kg/ms2
