1、ICS65.020點擊此處添加中國標準文獻分類號CCS B 60DB34安徽省地方標準DB XX/ XXXXXXXXX軟闊立木材積表The Standing Volume Table of Softwood SpeciesXXXX - XX - XX發(fā)布XXXX - XX - XX實施安徽省市場監(jiān)督管理局發(fā)布DBXX/ XXXXXXXXX前言本文件按照GB/T 1.1-2020標準化工作導則 第1部分：標準化文件的結(jié)構(gòu)和起草規(guī)則的規(guī)定起草。請注意本文件的某些內(nèi)容可能涉及專利。本文件的發(fā)布機構(gòu)不承擔識別專利的責任。本文件由安徽省林業(yè)局提出并歸口。本文件起草單位：安徽省林業(yè)調(diào)查規(guī)劃院、安徽省林業(yè)局

2、森林資源管理處、安徽省林業(yè)科技推廣總站（省木竹檢查管理站）。本文件主要起草人：汪乃武、涂友林、楊光、章禮拐、張偉光、余浩然、謝華、汪偉、許曬曬、王小東、馮偉、郭香吟、陳家、殷春梅、吳開華、李愛琴、康克。軟闊立木材積表1 范圍本文件規(guī)定了軟闊立木材積表的術(shù)語和定義、立木材積模型和立木材積表。本文件適用于軟闊立木材積的計量。2 規(guī)范性引用文件下列文件的內(nèi)容通過文中的規(guī)范性引用而構(gòu)成本文件必不可少的條款。其中，注日期的引用文件，僅該日期對應的版本適用于本文件；不注日期的引用文件，其最新版本（包括所有的修改單）適用于本文件。GB/T 26424-2010 森林資源規(guī)劃設(shè)計調(diào)查技術(shù)規(guī)程LY/T 2102

3、-2013 二元立木材積表編制技術(shù)規(guī)程LY/T 2103-2013 根徑立木材積表編制技術(shù)規(guī)程LY/T 2414-2015 一元立木材積表編制技術(shù)規(guī)程3 術(shù)語和定義下列術(shù)語和定義適用于本文件。3.1 軟闊樹種（組） softwood species包括楓楊、檫木、苦楝、法梧、鵝掌楸、柳樹、江南榿木、臭椿、香椿、合歡、喜樹、化香、無患子、女貞、冬青、擬赤揚、楸樹、梓樹、黃山欒、青桐、光皮樺、椴樹、構(gòu)樹、泡桐、香果樹、銀鵲樹、厚樸等。 3.2 胸徑 diameter at breast height林木胸高（距地面1.3m）處的直徑。來源：GB/T 26424-2010，3.113.3 根徑 tr

4、ee root diameter林木距地面5cm處的直徑。來源：LY/T 2103-2013，3.13.4 樹高 tree height自樹干基部至主梢頂端的垂直距離或高度。3.5 立木 standing tree生長著的林木。來源：LY/T 2102-2013，3.13.6 立木材積 standing volume立木樹干部分的體積，簡稱材積。來源：LY/T 2414-2015，3.13.7 立木材積表 standing volume table以林木胸徑、樹高等測樹因子為自變量，立木材積為因變量建立的函數(shù)關(guān)系，包括表格、數(shù)學模型等形式。來源：LY/T 2102-2013，3.23.8 二元

5、立木材積表 two-variable volume table以林木胸徑、樹高為自變量，立木材積為因變量建立的函數(shù)關(guān)系，包括表格、數(shù)學模型等形式。來源：LY/T 2102-2013，3.33.9 一元立木材積表 two-variable calculate one-variable volume table根據(jù)胸徑一個因子與立木材積的回歸關(guān)系編制的材積數(shù)表，包括表格、數(shù)學模型等形式。來源：LY/T 24142015，3.23.10 根徑立木材積表 volume table based on the tree root diameter以根徑為自變量、立木材積為因變量建立的函數(shù)關(guān)系，包括表格、數(shù)

6、學模型等形式。來源：LY/T 2103-2013，3.24 軟闊立木材積模型4.1 軟闊二元立木材積模型 見公式（1）： V=0.000073853D 1.8926H 0.85274 （1）4.2 軟闊一元立木材積模型4.2.1 長江以北軟闊一元立木材積模型見公式（2）：V=0.000073853D 1.8926（-7.8196+7.8273D 0.33669）0.85274 （2）4.2.2 長江以南軟闊一元立木材積模型 見公式（3）：V=0.000073853D 1.8926（-6.1887-0.028560D+7.5704lnD）0.85274 （3）4.3 軟闊根徑立木材積模型4.3.

7、1 長江以北軟闊根徑立木材積模型 見公式（4）：V=0.000073853（-1.0877+0.86029DR-0.0010216DR2）1.8926（-7.8196+ 7.8273（-1.0877+0.86029DR-0.0010216DR2）0.33669）0.85274 （4）4.3.2 長江以南軟闊根徑立木材積模型 見公式（5）： V=0.000073853（-0.95742+0.85203DR-0.00086218DR2）1.8926 （-6.1887-0.028560（-0.95742+0.85203DR-0.00086218DR2） +7.5704ln（-0.95742+0.85

8、203DR-0.00086218DR2）0.85274 （5） 式中： V 立木材積，單位為立方米（m3），保留4位小數(shù)； D 胸徑，單位為厘米（cm），保留1位小數(shù)；H 樹高，單位為米（m），保留1位小數(shù)；DR 根徑，單位為厘米（cm），保留1位小數(shù)。5 軟闊立木材積表5.1 軟闊二元立木材積表將各胸徑和樹高值代入公式（1）得出相應的材積理論值，將材積理論值與對應的胸徑和樹高值整列成軟闊二元立木材積表，見表1。表1 軟闊二元立木材積表 單位：厘米、米、立方米胸徑樹 高45678910111250.00510.00610.00720.00820.00910.01010.011160.00720

9、.00870.01010.01150.01290.01430.01560.016970.00960.01160.01350.01540.01730.01910.02090.02270.024480.01230.01490.01740.01990.02230.02460.02690.02920.031590.01540.01860.02180.02480.02780.03080.03370.03650.0393100.02280.02660.03030.03400.03760.04110.04460.0480110.02720.03180.03630.04070.04500.04920.0534

10、0.0575120.03210.03750.04280.04800.05300.05800.06290.0678表1（續(xù)） 單位：厘米、米、立方米胸徑樹 高456789101112130.03740.04370.04980.05580.06170.06750.07320.0789140.04300.05020.05730.06420.07100.07770.08420.0907150.05730.06530.07320.08090.08850.09600.1034160.06470.07380.08270.09140.10000.10850.1168170.07260.08270.09270.

11、10250.11220.12170.1310180.08080.09220.10330.11420.12500.13560.1460190.10210.11450.12650.13840.15020.1617200.11260.12610.13940.15260.16550.1782210.12340.13830.15290.16730.18150.1955220.13480.15110.16700.18270.19820.2135230.14660.16430.18170.19880.21560.2322240.15890.17810.19690.21540.23370.2517250.19

12、240.21270.23270.25240.2719260.20720.22910.25070.27190.2928270.22260.24610.26920.29200.3145280.23840.26360.28840.31280.3369290.25480.28170.30820.33430.3601300.30040.32860.35650.3839310.31960.34970.37930.4085320.33940.37130.40280.4338330.35980.39360.42690.4598340.38070.41650.45170.4865350.40220.44000.

13、47720.5140360.42420.46410.50330.5421370.48870.53010.5710380.51410.55760.6005390.54000.58570.6308400.61440.6617410.64380.6934420.67390.7258430.7588440.7926450.8270460.862147484950表1（續(xù)） 單位：厘米、米、立方米胸徑樹 高13141516171819202156780.033790.04210.0448100.05140.05470.0581110.06150.06560.06950.0735120.07260.077

14、30.08200.08660.0912130.08440.08990.09540.10080.1061140.09710.10350.10980.11600.12210.1282150.11070.11790.12510.13210.13920.14610.1530160.12510.13320.14130.14930.15720.16510.1729170.14030.14940.15850.16750.17630.18520.19390.2026180.15630.16650.17660.18660.19650.20630.21600.2257190.17320.18450.19560.2

15、0670.21770.22850.23930.25000.2606200.19080.20330.21560.22780.23990.25180.26370.27550.2872210.20930.22290.23640.24980.26310.27620.28920.30220.3150220.22850.24340.25820.27280.28730.30160.31590.33000.3440230.24860.26480.28080.29670.31250.32810.34360.35890.3742240.26940.28700.30440.32160.33870.35560.372

16、40.38900.4056250.29110.31010.32890.34750.36590.38420.40230.42030.4381260.31350.33400.35420.37420.39410.41380.43330.45270.4719270.33670.35870.38040.40190.42330.44440.46540.48620.5068280.36070.38420.40750.43060.45340.47610.49850.52080.5430290.38550.41060.43550.46020.48460.50880.53280.55660.5802300.411

17、00.43780.46440.49060.51670.54250.56810.59350.6187310.43730.46590.49410.52210.54980.57720.60450.63150.6583320.46440.49470.52470.55440.58380.61300.64190.67060.6991330.49230.52440.55620.58760.61880.64970.68040.71080.7410340.52090.55490.58850.62180.65480.68750.71990.75210.7841350.55030.58620.62170.65690

18、.69170.72630.76050.79450.8283360.58040.61830.65570.69280.72960.76600.80220.83800.8736370.61130.65120.69060.72970.76840.80680.84490.88260.9201380.64290.68490.72640.76750.80820.84860.88860.92830.9678390.67530.71940.76300.80620.84890.89130.93340.97511.0165400.70850.75470.80040.84570.89060.93510.97921.0

19、2301.0664410.74240.79080.83870.88620.93320.97981.02601.07191.1175420.77700.82770.87790.92750.97671.02551.07391.12191.1696430.81240.86540.91780.96981.02121.07221.12281.17301.2229440.84850.90390.95871.01291.06661.11991.17281.22521.2773450.88540.94321.00031.05691.11301.16861.22371.27841.3327表1（續(xù)） 單位：厘米

20、、米、立方米胸徑樹 高131415161718192021460.92300.98321.04281.10181.16031.21821.27571.33271.3894470.96141.02411.08611.14761.20851.26881.32871.38811.4471481.00041.06571.13031.19421.25761.32041.38271.44451.5059491.04021.10811.17531.24181.30761.37291.43771.50201.5658501.15131.22111.29011.35861.42651.49381.56061.6

21、269表1（續(xù)） 單位：厘米、米、立方米胸徑樹 高222324252627282930567891011121314151617181920210.3277220.35790.3717230.38930.40440.4193240.42200.43830.45450.4706250.45590.47350.49100.5084260.49100.51000.52880.54760.5662270.52740.54770.56800.58810.6081280.56490.58680.60840.63000.65140.6727290.60370.62710.65020.67330.69620.

22、7189300.64370.66860.69330.71790.74230.76660.7907310.68490.71140.73770.76380.78980.81560.8413320.72740.75550.78340.81110.83870.86620.89340.9206330.77100.80080.83040.85980.88900.91810.94700.9758340.81580.84730.87860.90980.94070.97151.00211.03251.0628350.86180.89510.92820.96110.99371.02621.05861.09071.

23、1227表1（續(xù)） 單位：厘米、米、立方米胸徑樹 高222324252627282930360.90900.94410.97901.01371.04821.08241.11651.15051.1842370.95740.99441.03111.06761.10401.14011.17601.21171.2472381.00691.04581.08451.12291.16111.19911.23681.27441.3118391.05771.09851.13911.17951.21961.25951.29921.33861.3779401.10961.15251.19511.23741.2795

24、1.32131.36291.40431.4455411.16271.20761.25221.29661.34071.38451.42811.47151.5147421.21691.26391.31071.35711.40321.44911.49481.54021.5854431.27241.32151.37041.41891.46721.51511.56291.61031.6576441.32891.38031.43131.48201.53241.58251.63241.68191.7313451.38671.44031.49351.54641.59901.65131.70331.75501.

25、8065461.44561.50141.55691.61211.66691.72141.77561.82961.8832471.50561.56381.62161.67901.73611.79291.84941.90561.9615481.56681.62741.68751.74731.80671.86581.92461.98302.0412491.62921.69211.75471.81681.87861.94012.00122.06202.1224501.69271.75811.82311.88761.95182.01572.07922.14232.2052注：當胸徑或樹高調(diào)查值不為整數(shù)時

26、，采用內(nèi)插法或公式（1）計算立木材積。5.2 軟闊一元立木材積表5.2.1 長江以北軟闊一元立木材積表將各胸徑值代入公式（2）得出相應的材積理論值，將材積理論值與對應的胸徑值整列成長江以北軟闊一元立木材積表，見表2。表2 長江以北軟闊一元立木材積表 單位：厘米、立方米胸徑胸 徑 尾 數(shù)0.00.10.20.30.40.50.60.70.80.950.0068 0.0071 0.0075 0.0079 0.0083 0.0087 0.0091 0.0095 0.0099 0.0104 60.0108 0.0113 0.0117 0.0122 0.0127 0.0132 0.0137 0.0143

27、 0.0148 0.0153 70.0159 0.0165 0.0171 0.0177 0.0183 0.0189 0.0195 0.0201 0.0208 0.0215 80.0221 0.0228 0.0235 0.0242 0.0250 0.0257 0.0264 0.0272 0.0280 0.0287 90.0295 0.0303 0.0312 0.0320 0.0328 0.0337 0.0346 0.0355 0.0364 0.0373 100.0382 0.0391 0.0401 0.0410 0.0420 0.0430 0.0440 0.0450 0.0460 0.0470

28、110.0481 0.0491 0.0502 0.0513 0.0524 0.0535 0.0546 0.0558 0.0569 0.0581 120.0593 0.0604 0.0616 0.0629 0.0641 0.0653 0.0666 0.0679 0.0692 0.0705 130.0717 0.0731 0.0744 0.0758 0.0771 0.0785 0.0799 0.0813 0.0827 0.0842 140.0856 0.0871 0.0886 0.0901 0.0915 0.0931 0.0946 0.0962 0.0977 0.0993 150.1009 0.1

29、025 0.1041 0.1057 0.1074 0.1091 0.1107 0.1124 0.1141 0.1159 160.1176 0.1193 0.1211 0.1228 0.1246 0.1265 0.1283 0.1301 0.1319 0.1338 170.1357 0.1376 0.1395 0.1414 0.1433 0.1453 0.1472 0.1492 0.1512 0.1532 表2（續(xù)） 單位：厘米、立方米胸徑胸 徑 尾 數(shù)0.00.10.20.30.40.50.60.70.80.9180.1552 0.1572 0.1593 0.1614 0.1635 0.165

30、6 0.1676 0.1698 0.1719 0.1741 190.1762 0.1784 0.1807 0.1829 0.1851 0.1874 0.1897 0.1919 0.1942 0.1965 200.1988 0.2012 0.2035 0.2059 0.2083 0.2106 0.2131 0.2155 0.2180 0.2204 210.2229 0.2253 0.2279 0.2304 0.2330 0.2355 0.2381 0.2407 0.2432 0.2459 220.2485 0.2512 0.2538 0.2564 0.2592 0.2619 0.2646 0.2

31、674 0.2701 0.2728 230.2757 0.2785 0.2813 0.2841 0.2870 0.2899 0.2927 0.2956 0.2986 0.3015 240.3044 0.3073 0.3103 0.3134 0.3164 0.3194 0.3224 0.3254 0.3285 0.3316 250.3348 0.3379 0.3411 0.3442 0.3473 0.3505 0.3537 0.3569 0.3601 0.3634 260.3666 0.3699 0.3732 0.3765 0.3799 0.3832 0.3866 0.3900 0.3934 0

32、.3968 270.4002 0.4037 0.4072 0.4107 0.4142 0.4177 0.4213 0.4248 0.4284 0.4320 280.4356 0.4390 0.4427 0.4464 0.4501 0.4538 0.4575 0.4613 0.4650 0.4686 290.4724 0.4762 0.4801 0.4839 0.4876 0.4915 0.4954 0.4993 0.5033 0.5070 300.5110 0.5150 0.5190 0.5228 0.5269 0.5310 0.5351 0.5389 0.5431 0.5472 310.55

33、11 0.5553 0.5596 0.5635 0.5678 0.5721 0.5764 0.5804 0.5847 0.5888 320.5932 0.5976 0.6017 0.6061 0.6106 0.6147 0.6192 0.6237 0.6280 0.6325 330.6368 0.6414 0.6457 0.6503 0.6549 0.6593 0.6640 0.6684 0.6731 0.6775 340.6823 0.6871 0.6915 0.6964 0.7009 0.7057 0.7103 0.7152 0.7198 0.7247 350.7294 0.7343 0.

34、7390 0.7440 0.7487 0.7538 0.7585 0.7633 0.7684 0.7732 360.7784 0.7832 0.7884 0.7932 0.7985 0.8034 0.8083 0.8136 0.8186 0.8239 370.8289 0.8339 0.8393 0.8444 0.8498 0.8549 0.8600 0.8655 0.8707 0.8762 380.8814 0.8866 0.8922 0.8975 0.9027 0.9084 0.9137 0.9190 0.9248 0.9301 390.9355 0.9413 0.9467 0.9521

35、0.9580 0.9635 0.9689 0.9744 0.9804 0.9859 400.9915 0.9975 1.0031 1.0087 1.0144 1.0205 1.0261 1.0318 1.0375 1.0437 411.0495 1.0553 1.0610 1.0673 1.0732 1.0790 1.0849 1.0912 1.0971 1.1031 421.1090 1.1150 1.1214 1.1275 1.1335 1.1395 1.1456 1.1522 1.1583 1.1644 431.1705 1.1767 1.1829 1.1896 1.1958 1.202

36、1 1.2083 1.2146 1.2209 1.2277 441.2341 1.2404 1.2468 1.2532 1.2596 1.2661 1.2725 1.2796 1.2861 1.2926 451.2991 1.3057 1.3123 1.3189 1.3255 1.3321 1.3393 1.3460 1.3527 1.3594 461.3662 1.3730 1.3797 1.3865 1.3934 1.4002 1.4071 1.4140 1.4209 1.4278 471.4353 1.4423 1.4493 1.4563 1.4633 1.4703 1.4774 1.4

37、845 1.4916 1.4987 481.5059 1.5131 1.5203 1.5275 1.5347 1.5420 1.5492 1.5565 1.5638 1.5712 491.5785 1.5859 1.5933 1.6007 1.6082 1.6156 1.6231 1.6306 1.6381 1.6457 501.6532 1.6608 1.6684 1.6761 1.6837 1.6914 1.6991 1.7061 1.7138 1.7216 注：長江以北適宜宿州市、淮北市、亳州市、阜陽市、蚌埠市、淮南市、合肥市、滁州市、六安市、安慶市，以及無為市、樅陽縣、含山縣、和縣。5

38、.2.2 長江以南軟闊一元立木材積表將各胸徑值代入公式（3）得出相應的材積理論值，將材積理論值與對應的胸徑值整列成長江以南軟闊一元立木材積表，見表3。表3 長江以南軟闊一元立木材積表 單位：厘米、立方米胸徑胸 徑 尾 數(shù)0.00.10.20.30.40.50.60.70.80.950.0070 0.0074 0.0079 0.0083 0.0088 0.0093 0.0097 0.0102 0.0107 0.0113 60.0118 0.0124 0.0129 0.0135 0.0141 0.0147 0.0153 0.0160 0.0166 0.0173 70.0179 0.0186 0.0

39、193 0.0200 0.0207 0.0215 0.0222 0.0230 0.0238 0.0246 80.0254 0.0262 0.0270 0.0279 0.0287 0.0296 0.0305 0.0314 0.0323 0.0333 90.0342 0.0352 0.0361 0.0371 0.0381 0.0391 0.0402 0.0412 0.0423 0.0433 100.0444 0.0455 0.0466 0.0478 0.0489 0.0500 0.0512 0.0524 0.0536 0.0548 110.0561 0.0573 0.0585 0.0598 0.0

40、611 0.0624 0.0637 0.0651 0.0664 0.0678 120.0691 0.0705 0.0719 0.0733 0.0748 0.0762 0.0776 0.0791 0.0806 0.0821 130.0837 0.0852 0.0867 0.0883 0.0899 0.0915 0.0930 0.0947 0.0963 0.0980 140.0996 0.1013 0.1030 0.1047 0.1064 0.1082 0.1099 0.1117 0.1135 0.1153 150.1171 0.1189 0.1208 0.1226 0.1245 0.1264 0

41、.1282 0.1302 0.1321 0.1341 160.1360 0.1380 0.1400 0.1420 0.1440 0.1460 0.1481 0.1502 0.1522 0.1543 170.1564 0.1586 0.1608 0.1629 0.1651 0.1672 0.1694 0.1717 0.1739 0.1761 180.1784 0.1807 0.1830 0.1853 0.1876 0.1899 0.1923 0.1947 0.1970 0.1994 190.2018 0.2043 0.2067 0.2092 0.2117 0.2141 0.2167 0.2191 0.2217 0.2242 200.2268 0.2293 0.2320 0.2345 0.2372 0.2398 0.2425 0.2452 0.2478 0.2506 210.2533 0.2560 0.2588 0.2615 0.2643 0.2670 0.2699 0.2727 0.2755 0.2784 220.28