水土流失预测全面

1、水土流失面积F（m2）扰动前土壤侵蚀模数M1（t/km2a）施工期扰动土壤侵蚀模数M2（t/km2a）施工年限T（a）水土流失量扰动前扰动后新增量45168.68002400272.27216.81144.548701.48002400213.9241.7727.848701.4800150016.9613.056.09374993.15271.63178.47水土流失面积F（m2）扰动前土壤侵蚀模数M1（t/km2a）施工期扰动土壤侵蚀模数M2（t/km2a）施工年限T（a）水土流失量扰动前扰动后新增量24123.188002400119.3057.9038.608443800120016.

2、7510.133.382340850200011.994.682.69374928.0472.7144.672.698970004噪声衰减预测7.06r1r2L0Lp6818346.3L1L2L3L4L5L6LL7L58.8736.3138.9200058.94标准生活污水L1L2L61.4850.4661.830本期噪声预测结果预测点 本底值（dB(A)）贡献值预测值（dB(A)）昼间夜间（dB(A)）昼间夜间场界东面50.740.446.3152.047.3场界南面50.839.848.9853.049.5场界西面51.838.453.3355.653.5场界北面53.742.258.21

3、59.558.344.1451.642.1生活污水量废水性质废水量CODCrBOD5SSNH3N处理前浓度(mg/ L)40020025035产生量(kg/d)173.669.4434.7243.46.076处理后(化粪池)浓度(mg/ L)20010010015排放量(kg/d)173.634.7217.3617.362.604处理去除率（）505033.33好奇过了是艰苦苦的奋斗；奋斗过了是渴望结束漫长的焦躁；焦躁过了是依依惜别和“当太阳下山了”的幸福感资料下载： http:/ 1158.15210510001894.22.54735.51486.9479001623.92.53653.7

4、75 1032.5568158001832.52.53665920.6487001558.72.52727.725599.5539556001870.322244.36528.546785001259.721259.7247.21612540010133.928107.121272.8178444304.127 12955.08972工程主要原辅材料及用量总建模134189序号名称单位数量来源成分1水泥t173102钢材t543瓷砖m670954砂（碎石）t421095木材m31886商品混凝土m3469667保温材料m38钢化玻璃平方米水量435.45CODCr281.750.1240.49

5、BOD565.030.039.34SS930.0413.36NH3-N30.000.43有机废气表一项项目目工工作作漆漆用用量量及及其其中中溶溶剂剂、固固体体分分含含量量表表表二项目用量其中合计%项目kg/a固 体 分 质 量百分比%溶 剂 质 量 百分比%铁红底漆铁红底漆4806139100黄油漆黄油漆140886535100松香水松香水1344100100固化剂固化剂960100100合计168721003均均衡衡生生产产时时油油漆漆中中固固体体分分和和有有机机溶溶剂剂的的总总量量用时/d84项目用量kg/h其中项目固体分kg/h溶剂kg/h铁红底漆铁红底漆0.18180.11090.07

6、09黄油漆黄油漆5.33643.46861.8677松香水松香水0.50910.3030固化剂固化剂0.36360.1520合合计计合计6.39093.73152.24165产生量6排放量项目甲苯二甲苯其它合合计计项目喷漆工序0.14620.34841.29871.7933喷漆工序晾干工序0.03660.08710.32470.4483晾干工序合计kg/h0.18280.43551.62332.2416合计kg/hg/s0.04570.1089g/skg/a438.6600522.6295961.2895项目甲苯二甲苯其他合合计计总排放量kg/h0.03030.07210.26880.3712

7、油 漆 厂 房 排放浓度mg/m37.566918.030767.2061排放量kg/a72.6421173.0949645.1790风量4000道路交通尾气源强预测表6-12 国标准单车排放系数（单位：g/km.辆）表6-13 本项目车流量预测表车 型CONOxTHC预测年份高峰小时交通量（pcu/h）柴油车小型车10.62015325中型车1.21.12020488大型车1.351.32025708汽油车小型车2.30.562030855中型车4.170.72大型车5.220.86柴油车和汽油车的平均值小型车1.650.58中型车2.690.91大型车3.291.08道路项目预测项项 目目

8、旱旱地地山山(林林)地地公公路路水水田田宅宅基基08815地地侵侵蚀蚀模模数数（t/km2a）180030002000015000永 久面积（m2）20000.0028866.182866.6410266.574800.002466.64占地区流失量（t）36.0086.605.730.007.200.00施工临面积（m2）1500.000.000.000.000.00500.00时占地流失量（t）2.700.000.000.000.000.00总 计面积（m2）20000.0030366.162866.6410266.574800.002966.64流失量（t）38.7086.605.730

9、.007.200.00预预测测面面积积原原侵侵蚀蚀加加速速预预测测侵侵预预测测水水 土土背背景景水水土土时时段段(m2)模模数数系系数数蚀蚀模模数数时时段段流流失失量量流流 失失 量量(t/km2a)(A)(t/km2a)(月月)(t)(t)施工期81399.191964.785.009823.9012.00799.66159.93预预测测面面积积原原侵侵蚀蚀加加速速扰扰动动侵侵预预测测水水 土土背背景景水水土土时时段段(m2)模模数数系系数数蚀蚀模模数数时时段段流流失失量量流流 失失 量量(t/km2a)(A)(t/km2a)(月月)(t)(t)施工期200013502.53375126.7

10、52.7运行初期200013501.5202562.0251.35合计40008.7754.0581399.19799.66639.7320006.754.0583399.19806.41643.7820002.0250.675168798.381614.851288.24道路噪声预测（组合）距离51020406080100噪声值94.388.2882.2676.2472.7270.2268.28车间中心噪声叠加值dB(A)120厂房隔声dB(A)30东侧场界距离/m80贡献值51.94南侧场界距离/m9648.1贡献值50.35西侧场界距离/m60贡献值54.44北侧场界距离/m367贡献值

11、58.873敏感点距离/m1604贡献值45.922422321118361水土流失面积F（m2）扰动前土壤侵蚀模数M1（t/km2a）施工期扰动土壤侵蚀模数M2（t/km2a）施工年限T（a）水土流失量扰动前3078085020000.513.081620085020000.56.8919.97水土流失面积F（m2）扰动前土壤侵蚀模数M1（t/km2a）施工期扰动土壤侵蚀模数M2（t/km2a）施工年限T（a）水土流失量扰动前1120500150010.56800800200010.641.20LOr1r2r3r4r51510204010591.085.079.073.0天然气燃烧产污人数单

12、位用量总量SO2总量TSP总量10000.454454.0000.1040.031t/a165710废水量浓度总量浓度4080COD16006.53100t/aBOD11004.4930SS5002.0450NH3-N300.12150.00处理前废水量浓度总量浓度1472COD4500.6667.5t/aBOD1800.269SS3000.4460NH3-N250.0415医疗废水废水量33700CODBODSSNH3-N处理前3502001203511.806.744.041.18处理后602020152.020.670.670.51生活废水量58108CODBOD处理前40020023.

13、2411.62处理后20010011.625.81养殖废水废水量mg/l（m3/d）11.26CODBOD处理前1200500(kg/d13.55.6处理后400150(kg/d4.51.7燃煤废气产生量燃煤锅炉SO2烟尘NOxSO2烟尘NOx风量 立方/h炉炉渣渣产产生生量量粉粉煤煤灰灰产产生生量量人工湿地设计处理规模m3/d进水BOD mg/l2出水水BOD mg/l1.6表面有机负荷kg/hm2d1基质体积m30.525孔隙率（3440）好奇过了是艰苦苦的奋斗；奋斗过了是渴望结束漫长的焦躁；焦躁过了是依依惜别和“当太阳下山了”的幸福感凡事预则立，不预则废。未雨绸缪早作打算才可能运筹帷幄决

14、胜千里。机遇只青睐有准备的头脑。1.1251.518.750.879.62原原漆漆中中溶溶剂剂和和稀稀释释剂剂各各组组分分的的质质量量百百分分比比含含量量 %甲苯二甲苯其它合计12.815.471.81009.31377.710006040100均均衡衡生生产产时时溶溶剂剂中中各各组组分分的的总总量量甲苯二甲苯其它合计0.00910.01090.05090.07090.17370.24281.45121.867700.18180.12120.30300.18280.43551.62332.2416甲苯二甲苯其它合合计计0.02370.05640.21040.29050.00660.01570.

15、05840.08070.03030.07210.26880.37120.00840.0200表6-14 营运期拟建道路预测年各路段机动车尾气污染物排放源强(mg/m.s)污染物日平均2015年2020年2025年全路段CO0.29700.44600.6470NOxTHC0.09750.14640.21242.29177E-08荒荒地地小小计计侵侵蚀蚀模模数数（t/km2a）200012199.8881399.1924.40159.931964.780.002000.000.002.701350.00212199.8883399.191.624.40162.631950.0412新新增增水水土土

16、0.525流流 失失 量量2(t)1.125639.731.5112.75新新增增水水土土1.27流流 失失 量量14.02(t)2484.0510.50.675504.72510602548.8416.3表6-13 本项目车流量预测表1502003003503440064.7662.2658.7457.4077.656.2扰动后新增量30.7817.7016.209.3246.9827.01扰动后新增量1.681.121.600.963.282.08608010015020030069.466.965.061.559.055.5油烟产物人数单位用量油烟产生量kg/d排放量75%75200.0

17、40.010615.493.87人口密度#REF!总量项目占地370100.470.201.840.060.06总量0.10t/a0.010.090.02水土流失量水土流失量SSNH3-N2503514.532.03100155.810.87SSNH3-N粪大肠150010024000万个/L16.91.12008010000个/mL2.30.9排放速率SO20.74烟尘0.15NOx1.62燃煤量t/a819.2总量t/a排放浓度煤的含硫量0.011.18122.88可燃硫占全硫量的百分比0.80.2425.22二氧化硫的去除率0.912.59269.56mg/h燃料中的含氮量%1737280.00燃料中氮的转化率%10151296.001617377.