地質勘查生產定額

1、地質勘查生產定額( 據 1998 年山東地勘局)1. 區(qū)域地址調查比例尺計量單位簡單區(qū)中常區(qū)復雜區(qū)1:5萬年 / 幅1.52.02.51:20萬年 / 幅1.52.02.52. 機械巖心鉆探固體礦產勘查 ( 小口徑金剛石鉆進 )孔深巖 石級別計量單位 -( 米 )0-100米/ 臺年755462955246435336723033229613190-300米/ 臺年739761645137426235952973225012920-600米/ 臺年661455124593380632062627202511630-1000米/ 臺年5698474839573272275023281759101

2、2鉆機類型孔深(米)計量單位效率25000-1800米/ 臺年3417型0-2200米/ 臺年3297鉆機0-2500米/ 臺年3165水文地質勘查 ( - 級巖石 )鉆機類型孔深計量單位鉆孔口徑( 米 )90-190mm 200-400mm 450-550mm水文0 300米/ 臺年284021851535磨盤0 600米/ 臺年265420401424水文0 300米/ 臺年3653280421520 600米/ 臺年337526002003千米0 1000米/ 臺年27842144水文地質勘查 ( 級以上巖石 )鉆機孔深計量鉆孔口徑90-190mm200-400mm類型( 米)單位水文0

3、 300米/ 臺年2071184114781062159714111138818磨盤0 600米/ 臺年19711728139599814591280水文0 300米/ 臺年25542243181614520 600米/ 臺年2316203514761182千米0 1000米/ 臺年1845水文地質勘查鉆機類型地層類別孔深計量單位鉆孔口 徑( 米 )90-190mm200-400mm汽第四紀0 50米/ 臺年27902250車0 100米/ 臺年26801974百基巖0 50米/ 臺年2622.米0 100米 / 臺年25373. 其它鉆探鉆機類型計量單位效率爭光 10型米/ 臺年2100爭光

4、 50型米/ 臺年1680人力鉆米/ 臺年1680砂鉆米/ 臺年24004. 槽探、淺井槽探： 400m3人年淺井：20m 人年5. 礦區(qū)地質測量比例尺計量單位簡單區(qū)中常區(qū)復雜區(qū)ABCABCABC1:5 萬2604536451383335251282234163Km組年1:2.522141881641431251141078971萬Km組年21:1 萬665747393532292621Km組年1:5 千2292522181614131210Km組年1:2千27.16.45.85.14.23.53.22.92.5Km組年1:1千23.02.41.91.81.51.21.31.21.0Km組年6

5、. 水文、工程、環(huán)境地質測量單項測量、兩種方法同時測量、三種方法同時測量比例尺計量單位簡單區(qū)中常區(qū)復雜區(qū)ABCABCABC21:20 萬547457604284469742703843369633603024Km組年1:10 萬2249521701953200218201638161714701323Km組年1:5萬2850680553595510468425383340Km組年1:2.5225522118717015313611911194萬Km組年1:1萬21029485686051433834Km組年1:5千2433834262117151412Km組年1:2千215.912.710.2

6、8.87.05.65.94.73.8Km組年7. 地形測繪工作技術規(guī)格計量單位困 難類 別方法水一等Km組年250.74207.32173.13134.07107.60準二等Km組年335.97280.53221.93161.60125.00測三等Km組年708.33541.40389.91290.10198.60量四等Km組年758.93570.47420.79305.76217.95平1:50023.551.971.250.800.54Km組年板1:100029.095.153.282.111.41Km組年.儀1:2000224.5612.967.964.863.04Km組年測1:5000

7、272.6538.8322.3213.258.00Km組年量1:100002140.2179.2548.3029.0217.47Km組年8. 磁法中精度2比例尺網 度Km組年1：1 千10 52.272.091.741.421.1210 104.143.833.162.541.9120 54.554.193.482.852.241：2 千20 108.277.676.325.083.8220 2014.0313.1010.718.405.9250 511.3710.478.697.115.591：5 千50 1020.6919.1615.812.719.5650 2035.0732.7626.

8、7821.0014.8150 4056.4950.8241.1631.0820.37100 1041.3738.3331.6525.4119.111：1 萬100 2070.1465.5253.5042.0029.61100 40112.98101.6482.3262.1640.74100 50126.00114.4592.4068.7844.10250 40282.45254.10205.80155.40101.851：2.5 萬250 50315.00286.13231.00171.94110.25250 100406.88378.00301.00217.88131.25500 50630

9、.00572.25462.00343.88220.501：5 萬500 100813.75756.00603.75435.75262.50500 200955.50903.00714.00524.00294.00500 300988.24957.35756.62525.00297.76高精度2比例尺網 度Km組年1：1 千10 54.964.824.544.003.0410 108.187.817.085.854.0120 59.929.659.077.996.081：2 千20 1016.3415.6214.1511.708.0220 2024.2322.6419.7015.259.5350

10、 524.8124.1222.6819.9815.201：5 千50 1040.9039.0635.3929.2420.0650 2060.5956.6049.2538.1223.8450 4083.5876.6564.2647.0427.72100 1081.8078.1270.7758.4940.111：1 萬100 20121.17113.1998.4976.2347.67100 40167.16153.30128.5294.0855.44100 50178.50162.75134.9397.6556.70250 40417.90383.25321.30235.20138.601： 2.

11、5 萬250 50446.25406.88337.31244.12141.75250 100517.13464.63375.38262.50147.00.500 50892.50813.75674.63488.25283.50500 1001034.30929.25750.75525.00262.501：5 萬1123.50997.50798.00546.00294.00500 200500 3001144.201018.7814.93548.51297.769. 激發(fā)極化法中間梯度短導線測量一個接收組AB距： 600 1000 米2比例尺網 度Km組年50 2014.2112.8410.68

12、9.215.981：5 千50 4022.3420.1916.6814.509.4150 6028.5225.8721.4618.5212.05100 2028.4225.6821.3618.4211.961：1 萬100 4044.6940.3833.7129.0118.82100 6057.0451.7442.9237.0424.10250 2071.0564.1953.4146.0629.891：2.5 萬250 40111.72100.9484.2872.5247.04250 60142.59129.36107.3192.6160.27500 20142.10128.38106.829

13、2.1259.781：5 萬500 40223.42201.88168.56145.0495.08500 60285.18258.72214.62185.22120.5410. 視電阻率垂向電測深放線方式 :連續(xù)觀測和接地條件 :正常AB 距點 距點組年（米）50141112741058843608500100130311769807845592501245111793174553925098088273558842110005008928046665393821000784706588470333250784706588470333200050070663752942130410006275

14、6847037227425054949041233323540005005104613823042161000441402333264186500442372314245176600010004023633042351672000353314265216147500274245206167118100001000265235196157109200023521617613798.11. 視電阻率聯合剖面測量觀測和接地條件 : 正常AB距 500 米2比例尺網 度Km組年1：5 千50 209.88.827.255.884.21100 2019.617.6414.5011.768.421：1 萬

15、100 4030.9727.8322.7418.8213.33100 6038.8135.2828.8123.5217.05250 2049.0044.1036.2629.4021.071：2.5 萬250 4077.4269.5856.8447.0433.32250 6097.0288.2072.0358.8042.631：5 萬500 40154.84139.16113.6894.0866.64500 60194.04176.40144.06117.6085.2612. 近場源接地條件 :正常供電時間30 秒2比例尺網 度Km組年1：2 千20 103.002.712.251.801.29

16、20 205.174.673.883.102.2350 107.506.765.644.513.231：5 千50 2012.9411.669.707.745.5950 4020.3818.4215.2912.158.82100 1014.9913.5211.279.026.471：1 萬100 2025.8723.3219.4015.4811.17100 4040.7736.8530.5824.6017.64100 6051.6446.9538.7331.1020.54250 40101.9292.1276.4460.7644.101： 2.5 萬250 60128.72117.0296.5

17、477.5251.19250 80147.00133.28109.7688.2062.72250 100159.25142.10120.0595.5568.60500 60261.33237.58196.00157.39103.941：5 萬500 80294.00266.56219.52176.40125.44500 100318.50284.20240.10191.10137.20.13.重力測量工作條件 :單向觀測 ( 二次讀數 )2比例尺網 度Km組年50 56.305.594.974.413.7650 1011.710.419.258.006.4581：5 千50 2020.8118

18、.4916.0813.4210.0650 4031.3028.0424.0819.6113.4250 5035.9132.2527.5221.9314.62100 1023.5620.8118.4916.0012.90100 2041.6236.9832.1626.8320.121：1 萬100 4062.6156.0748.1639.2226.83100 5071.8164.5055.0443.8629.24100 100102.3492.0276.5457.6235.26250 40156.52140.18120.4098.0467.081：2.5 萬250 50179.33161.251

19、37.60109.6573.10250 100255.83230.05191.35144.0588.1514.變頻偶極剖面測量工作條件：AB=MN=a小于60米接地條件：正常2比例尺網 度Km組年1：2 千20 103.983.593.002.391.7120 206.706.045.024.042.901：5 千50 2016.7615.0912.5410.097.251：1 萬100 2033.5230.1825.0820.1814.50100 4054.8849.3940.8432.9323.521：2.5 萬250 50147.00132.30110.2588.2063.70250 1

20、00183.75166.60139.65112.7080.85500 50294.00264.60220.50176.40127.401：5 萬500 100367.50333.20297.30225.40161.70500 200548.80490.00411.60323.00235.20500 250575.75514.50428.75368.00245.00.15. 淺層地震反射波一次觀測法儀器： ES-2415炸藥量井 深(公斤)（米）120.53512135122351233551型淺震儀檢波器間距： 1 米計量單位地形等級點臺班29.726.122.217.511.6點臺年2911

21、2558217617151137點臺班28.224.821.116.611.0點臺年27642430206816271078點臺班26.723.520.015.810.4點臺年26172303196015481019點臺班23.720.917.814.09.3點臺年2323204817441372911點臺班28.825.321.617.011.2點臺年28222479211716661098點臺班27.324.120.516.110.7點臺年26752362200915781049點臺班25.922.819.415.310.1點臺年2538223419011499990點臺班23.020.3

22、17.313.69.0點臺年2254198916951333882點臺班27.624.320.716.310.8點臺年27052381202915971058點臺班26.223.119.715.510.2點臺年25682264193115191000點臺班24.821.818.614.69.7點臺年2430213618231431951點臺班22.119.416.613.08.6點臺年2166190116271274843點臺班26.123.019.615.410.2點臺年25582254192115091000點臺班24.821.818.614.69.7點臺年2430213618231439

23、51點臺班23.420.717.613.99.2點臺年2293202917251362902點臺班20.918.415.712.39.1點臺年2048180315391205794點臺班23.420.617.613.89.1.點臺年2293201917251352892點臺班22.319.616.713.18.722185192116371284853點臺年點臺班20.017.615.011.87.831960172514701156764點臺年點臺班16.014.112.09.56.35156813821176931617點臺年16. 淺層地震折射間隔大于三個排列法儀器： ES-2415 型

24、淺震儀檢波器間距：1 米炸藥量井 深計量單位地形等級（公斤）（米）1點臺班28.425.021.316.811.1點臺年278324502087164610882點臺班27.023.820.315.910.5點臺年264623321989155810290.53點臺班25.622.519.215.110.0點臺年25092205188214809805點臺班22.720.017.013.48.9點臺年22251960166613138721點臺班27.524.220.616.210.7點臺年269523722019158810492點臺班26.223.119.715.510.2點臺年25682

25、2641931151910001點臺班24.821.818.614.69.73點臺年24302136182314319515點臺班22.019.416.513.08.6點臺年21561901161712748431點臺班26.423.219.815.610.3點臺年258722741940152910092點臺班25.122.118.814.89.8點臺年24602166184214509602點臺班23.820.917.914.09.33點臺年23322048175413729115點臺班21.118.615.812.48.2點臺年20681823154812158041點臺班25.022.

26、018.814.89.8點臺年24502156184214509602點臺班23.820.917.914.09.3點臺年23322048175413729113點臺班22.519.816.913.38.83點臺年22051940165613038625點臺班20.017.615.011.87.8點臺年1960172514701156764.點臺班22.419.716.813.28.712195193116461294853點臺年點臺班21.318.716.012.68.2220871833156812358135點臺年點臺班20.217.815.211.97.93198017441490116

27、6774點臺年點臺班17.915.813.410.67.051754154813131039686點臺年17. 淺層地震反射波六次迭加法儀器： ES-2415 型淺震儀炸藥量井深（公斤）（米）120.535121351223512335檢波器間距： 1 米計量單位地形等級點臺班52.045.039.030.720.3點臺年50964488382230091989點臺班49.443.537.129.119.3點臺年48414263363628521891點臺班46.841.235.127.618.3點臺年45864038344027051793點臺班41.636.631.224.516.2點臺年

28、40773587305824011588點臺班50.444.437.829.719.7點臺年49394351370429111931點臺班47.942.235.928.318.7點臺年46944136351827731833點臺班45.440.034.126.817.7點臺年44493920334226261735點臺班40.435.630.323.815.8點臺年39593489296923321548點臺班48.442.636.328.618.9點臺年47434175355728031852點臺班45.940.434.427.117.9點臺年44983959337126561754點臺班4

29、3.538.332.625.717.0點臺年42633753319525191666點臺班38.734.129.022.815.1點臺年37933342284222341480點臺班45.840.334.427.017.9點臺年44883949337126461754點臺班43.538.332.625.717.0點臺年42633753319525191666點臺班41.236.330.924.316.1點臺年40383557302823811578點臺班36.632.227.521.614.3.點臺年35873156269521171401點臺班41.136.230.824.216.01402

30、83548301823721568點臺年點臺班39.034.329.323.015.22382233612871225414905點臺年點臺班37.032.627.821.814.4336263195272421361411點臺年點臺班32.929.024.719.412.8532242842242119011254點臺年18. 地震反射波一次觀測法儀器： 24 道數字地震儀檢波器間距：10 15 米炸藥量井 深計量單位地形等級（公斤）（米）9點臺班21.719.517.414.1點臺年195317551566126913點臺班18.416.614.712.0點臺年16561494132310

31、805點臺班16.314.713.010.617點臺年14671323117095425 以上點臺班13.011.710.48.5點臺年117010539367659點臺班20.618.516.513.4點臺年184516651485120613點臺班17.515.814.011.4點臺年157514221260102610點臺班15.514.012.410.117點臺年13951260111690725 以上點臺班12.411.29.98.1點臺年111610088917299點臺班19.517.615.612.7點臺年175515841404114313點臺班16.614.913.310.8點臺年14941341118897215點臺班14.713.211.89.617點臺年13231188106286425 以上點臺班11.710.59.47.6點臺年10539458466849點臺班18.416.614.712.0點臺年165614941323108020點臺班15.614.012