What is Volume equation of Acacia auriculiformis?
Volume of any tree species can be calculated by the following formula:
V= d2h
Where V stands for tree volume
d for diameter of the tree at breast height
h for height of the tree
For more details you can go through the attached publications
Two-way metric volume table of Acacia auriculiformis ( Akashmoni) in the
plantation.... Acacia auriculiformis (Akashmoni)
Plantation: (Latif et al. 1995)
For Metric Unit
ln(V ) - 8.208 2.2389 ln (D) ob
ln(V ) -10.7709 2.2389 ln (G) ob
ln(V ) - 9.125 1.918 ln(D) 0.67988 ln(H) ob
ln(V ) -11.3205 1.918 ln(G) 0.67988 ln(H) ob
ln(V ) - 9.187 2.468 ln(D) ub
ln(V ) -12.0121 2.468 ln(G) ub
ln(V ) -10.2398 2.100244 ln(D) 0.78044 ln(H) ub
ln(V ) -12.6440 2.100244 ln(D) 0.78044 ln(H) ub ...Plz check sir Attaching PDF....Useful to u sir.
ln(V ) -12.6440 2.100244 ln(D) 0.78044 ln(H) ub
Woodlot under Forestry Sector Project (FSP): (Latif and Zahir 2005)
2 Vt 0.0216813 0.00067914 G 0.000054772 G
Vt H G G H 2 2 0.05685226 0.0055484 0.000019628 0.00000153866
2 VT 0.073139 0.001323G 0.000051832G
VT G H
2 0.027119694 0.00000240953
2 Fuelwood 22.37917 0.003226 G
2 Leaves& Twigs 15.28295 0.004662G
0.4
87.6057 35.311
G
H
G
H 551.037 19.70247 30
45 0.6
243.405 26.48525
GBH 0.584 0.814 SG
Agroforestry under Forestry Sector Project (FSP): (Latif and Zahir 2005)
2 Vt 0.044269 0.00097598 G 0.000061867 G
Vt H G G H 2 2 0.03268139 0.003235 0.000012807 0.00000224532
2 VT 0.13055 0.00261G 0.0000498G
2 0.01147886 0.00000301221
2 Fuelwood 9.08828 0.00803 G
15
2 Leaves& Twigs 9.051987 0.008866G
103.824 39.127
30 0.2
149.493 76.64729
45 0.2
181.8611 85.935
GBH 2.1827 0.7673 SG
Strip under Forestry Sector Project (FSP): (Latif and Zahir 2005)
2 Vt 0.0094878 0.0004247 G 0.000059764 G
Vt H G G H 2 2 0.078606 0.0074058 0.0000256646 0.00000116449
2 VT 0.044833 0.0000266G 0.0000575G
2 0.02059085 0.00000257258
2 Fuelwood 17.17526 0.011026 G
2 Leaves &Twigs 17.7161 0.005383G
0.2
90.6548 54.8535
108.24 55.886
122.444 58.4298
GBH 4.21 0.742SG
Conversion factors to estimate under-bark timber volume from over-bark timber volume all type
F G /(36.98142 0.003359 G 0.388637 G 2
30
Embankments and Roadsides in the coastal areas: (Latif et al. 2000)
ln(V ) 11.839665 2.404568 ln( G)
ln(V ) 11.506528 1.973377 ln(G) 0.623823 ln( H )
2 Fub G /(10.14316785 0.887876 G 0.0007408 G
2
5 F G /(14.1548988 0.93206806 G 0.00061086 G
10 F 0.2080896 0.02051161 G 0.00009592 G
0.8869 is constant from GBH 114 cm
15 F 0.75195615 0.02602414 G 0.00010886 G
0.8034 is constant from GBH 120 cm
20 F 1.3170613 0.0271059 G 0.0000902 G
16
GBH = -3.78893 + 0.836316×BG
sir see this
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