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volume calculation to guide in making solar pond
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Gradient design
250 16.0000 26.8750240 15.5236 25.2988230 1.000 15.0544 23.7700
UCZ220 1.000 14.5924 22.2877210 1.000 14.1376 20.8513200 1.000 13.6900 19.4600
NCZ
190 1.019 13.2496 18.1131180 1.038 12.8164 16.8098170 1.057 12.3904 15.5495160 1.077 11.9716 14.3315150 1.096 11.5600 13.1550140 1.115 11.1556 12.0193130 1.134 10.7584 10.9236120 1.153 10.3684 9.8674110 1.172 9.9856 8.8497100 1.192 9.6100 7.8700
LCZ
90 1.192 9.2416 6.927580 1.192 8.8804 6.021470 1.192 8.5264 5.151260 1.192 8.1796 4.315950 1.192 7.8400 3.515040 1.192 7.5076 2.747730 1.192 7.1824 2.013220 1.192 6.8644 1.311010 1.192 6.5536 0.64010 1.192 6.2500 0.0000
100.00 154.43 9.6100 11.7416 13.6716112.03 9.0277 159.29 10.0627 11.9423 14.2505123.59 10.2108 164.01 10.5076 12.1386 14.8293134.67 11.4000 168.64 10.9429 12.3330 15.4081145.24 12.5878 173.19 11.3664 12.5257 15.9870155.28 13.7666 177.68 11.7766 12.7168 16.5658164.81 14.9292 182.10 12.1723 12.9065 17.1446
Water Height From Bottom (cm)
Density (g/cc)
Top Surface Area (m2)
Volume @ Height (m3)
diffuser distance from bot pond (cm)
Desired Volume below diffuser
heightwater distance from bot (cm)
Water Surface Area at diffuser
Top Water Surface
AreaTotal
Volume
173.84 16.0703 186.45 12.5533 13.0951 17.7235182.41 17.1867 190.76 12.9203 13.2826 18.3023190.58 18.2781 195.01 13.2748 13.4694 18.8811200.00 19.3473 200.00 13.6900 13.6900 19.4600
Max NaCl Solubility in water 3590.359
Safe NaCl solubility in water 3500.35
Water Density 11000
NaCl Density 2.162160
Volume reduction-NaCl Solution 2.5%
NaCl Weight 350Fresh Water Weight (1L) 1000Total Mass 1350Total Volume 1162.03703704Reduced Volume 1132.98611111Solution NaCl Density 1.192
LCZ Volume 7.8700NCZ Volume 11.5900UCZ Volume 4.3100Total Volume 23.7700Height @ half of NCZ volume 154.434
Water volume @ half of NCZ Volume 13.67213671.62
Mass Needed 16290301.259816290.30
Total volume before reduction 14013.41
NaCl weight 4220771.814220.77
Fresh Water Volume 12059.35
5.8016 1.1915 0.91907 5.7770 5.77700.5788 5.0833 1.1742 0.87639 5.5088 5.50880.5788 4.3850 1.1564 0.83039 5.2196 5.21960.5788 3.7177 1.1381 0.78047 4.9058 4.90580.5788 3.0854 1.1195 0.72600 4.5634 4.56340.5788 2.4918 1.1006 0.66619 4.1875 4.18750.5788 1.9386 1.0817 0.60013 3.7722 3.7722
d water volume
Water Volume Above Diffuser
Water Density Above Diffuser
Calculated velocity m/sec
Calculated Flow Rate
L/minActual Flow Rate (L/min)
0.5788 1.4257 1.0629 0.52663 3.3102 3.31020.5788 0.9508 1.0447 0.44413 2.7917 2.79170.5788 0.5093 1.0278 0.35016 2.2010 2.20100.5788 0.0000 1.0130 0.23956 1.5058 1.5058
g/L (wikipedia.com)g/ccg/L (my preference)g/ccg/cc (internet)g/Lg/cc (wikipedia.com)g/L
(eng-tips.com)
g/Lggccccg/cc
m3m3m3m3cm
m3LgkgL
gKgL
Fraud's Number
15.0015.0015.0015.0015.0015.0015.00
0.95 1.00 1.05 1.10 1.15 1.20 1.250
50
100
150
200
250
Salinity Gradient Design
Salt Gradient DesignUCZ Design
Solution Denity (g/cc)
Wat
er H
eigh
t (cm
)
0 5 10 15 20 250
50
100
150
200
250
f(x) = − 0.000000296885 x⁶ + 0.0000280612 x⁵ − 0.00115281 x⁴ + 0.0289008 x³ − 0.582039 x² + 15.9586 x + 0.00896609R² = 0.999999994665199
Cummulative Water Volume
Column BPolynomial (Column B)
V (m3)
Wat
er H
eigh
t (cm
)
0 50 100 150 200 2500
5
10
15
20
25
f(x) = 0.0000001199992 x³ + 0.0001499995 x² + 0.0625 x + 7.2519464E-15R² = 1
Cummulative Water Volume
Column EPolynomial (Column E)
Water Height (cm)
V (m
3)
15.0015.0015.0015.00 0 50 100 150 200 250
0
5
10
15
20
25
f(x) = 0.0000001199992 x³ + 0.0001499995 x² + 0.0625 x + 7.2519464E-15R² = 1
Cummulative Water Volume
Column EPolynomial (Column E)
Water Height (cm)
V (m
3)
0.95 1.00 1.05 1.10 1.15 1.20 1.250
50
100
150
200
250
Salinity Gradient Design
Salt Gradient DesignUCZ Design
Solution Denity (g/cc)
Wat
er H
eigh
t (cm
)
0 5 10 15 20 250
50
100
150
200
250
f(x) = − 0.000000296885 x⁶ + 0.0000280612 x⁵ − 0.00115281 x⁴ + 0.0289008 x³ − 0.582039 x² + 15.9586 x + 0.00896609R² = 0.999999994665199
Cummulative Water Volume
Column BPolynomial (Column B)
V (m3)
Wat
er H
eigh
t (cm
)
α = 106.7ᵒ
β = 73.3ᵒ
0 50 100 150 200 2500
5
10
15
20
25
f(x) = 0.0000001199992 x³ + 0.0001499995 x² + 0.0625 x + 7.2519464E-15R² = 1
Cummulative Water Volume
Column EPolynomial (Column E)
Water Height (cm)
V (m
3)
0 50 100 150 200 2500
5
10
15
20
25
f(x) = 0.0000001199992 x³ + 0.0001499995 x² + 0.0625 x + 7.2519464E-15R² = 1
Cummulative Water Volume
Column EPolynomial (Column E)
Water Height (cm)
V (m
3)
α = 106.7ᵒ
β = 73.3ᵒ
Bahan Fungsi Jumlah
Garam Bahan pembuat larutan Garam 4300
Air Tawar Bahan pembuat larutan Garam 25000
Sub Total
Alat Fungsi Jumlah
Pipa PVC 3" Sebagai Selubung Selang Waterpass 2
T Pipa Penyambung pipa PVC 1
Selang Waterpass Media pengambilan Sampel 45
Penggaris Kolam Penanda ketinggian permukaan air 1
Terpaulin Insulator dasar dan dinding kolam 1
Pycnometer Alat pengukur densitas larutan garam 1
Kawat Penopang selang waterpass 25
Sensor Temperatur Alat pengamat temperatur air kolam 3
Sub Total
Jasa Fungsi Jumlah
Truk Garam 1
Sub Total
Total
Transpor Garam dari petani garam ke lokasi penelitian
Satuan Harga Satuan (Rp) Jumlah
kg 500 2,150,000
L 3 62,500
Sub Total 2,212,500
Satuan Harga Satuan (Rp) Jumlah
Batang 90,000 180,000
Buah 20,000 20,000
Meter 2,000 90,000
Buah 25,000 25,000
Paket 3,300,000 3,300,000
Buah 280,000 280,000
Meter 5,000 125,000
Buah 60,000 180,000
Sub Total 4,200,000
Satuan Harga Satuan (Rp) Jumlah
- 1,000,000 1,000,000
Sub Total 1,000,000
Total 7,412,500