登記單位劍河縣綜合行政執(zhí)法局法人代表李代虎詳細(xì)地址貴州省黔東南州劍河縣革東鎮(zhèn)上寨村郵政編碼556400單位性質(zhì)事業(yè)單位主管機(jī)關(guān)黔東南州生態(tài)環(huán)境局聯(lián)系人周雄聯(lián)系電話177****5741取用水量（萬t/年）無服務(wù)面積（km2）無服務(wù)人口（人）無入河排污口設(shè)置類型新建補(bǔ)辦手續(xù)排污口分類工業(yè)√改建生活擴(kuò)大混合排放方式連續(xù)√入河方式潛沒、其他()入河排污口位置所在行政區(qū)：貴州省黔東南州劍河縣革東鎮(zhèn)排入水體名稱：小河溝排入的水功能區(qū)名稱：項(xiàng)目廢水排放最終受納水體為小河溝，根據(jù)《貴州省水功能區(qū)劃》《黔東南州水功能區(qū)劃》，小河溝為Ⅲ類水體經(jīng)緯度：東經(jīng)108°28′10.372″，北緯設(shè)計排污能力（m3/d）25排污口大小/25年排放污水總量（m3）9125/混合廢污水排放量（m3/d）//污水是否經(jīng)過處理是處理方式調(diào)節(jié)池+二級AO+MBR+主要污染物排放濃度及排放總量項(xiàng)目名稱日最高排放濃度（mg/L）月平均排放濃度（mg/L）最大年排放量COD0.91NH3-N25250.23TP330.027TN40400.37BOD530300.2730300.27滲濾液污水處理站進(jìn)水及出水濃度（mg/l）項(xiàng)目名稱設(shè)計進(jìn)水濃度設(shè)計出水濃度COD4000NH3-N25TP203TN80040BOD53060030可行性分析（1）滿足納污水體對入河排污口設(shè)置的要求；（2）入河排污口設(shè)置符合劍河縣革東鎮(zhèn)城鄉(xiāng)發(fā)展；（3）入河排污口設(shè)置位置不影響第三方權(quán)益，對河流水體生態(tài)不造成影響；綜上，本項(xiàng)目入河排污口設(shè)置可行。 1 3 3 3 4 6 7 7 1 2 5 5 5 8 94.1水功能區(qū)（水域）管理要求和現(xiàn)有 9 9 8 9 9 9 123前提下，論證入河排污口設(shè)置對水功能區(qū)水質(zhì)、水案，并提出水資源保護(hù)措施，以保障所在水域水行政主管部門審批入河排污口以及建設(shè)單位合理設(shè)置不利條件進(jìn)行污染預(yù)測計算，充分論證入河排污456段水質(zhì)控制目標(biāo)為Ⅲ類水體。地表水質(zhì)量參照《7和收集劍河縣新縣城生活垃圾填埋場滲濾液處理站的8飲用水水源以及第三方取用水安全的影響，提出入河排1圖1.1-1入河排污口設(shè)置論證程序框21建設(shè)項(xiàng)目地點(diǎn)：貴州省黔東南州劍河縣革本項(xiàng)目滲濾液處理站工藝為“調(diào)節(jié)池+二級AO+0.6公里管道排入垃圾場北面小河溝，最終匯圖2.1-1項(xiàng)目生產(chǎn)工藝流程圖垃圾填埋區(qū)產(chǎn)生的垃圾滲濾液經(jīng)專用的收集管道進(jìn)入細(xì)格網(wǎng)分離固體雜質(zhì)2反應(yīng)池的出水自流至MBR池，水體在MBR池內(nèi)泥水分離，清水經(jīng)過提抽吸泵進(jìn)入NF系統(tǒng)，納濾的清水再通過RO系統(tǒng)的處理，RO的清水達(dá)標(biāo)排監(jiān)測數(shù)據(jù)，本項(xiàng)目進(jìn)水水質(zhì)，出水執(zhí)行《生活垃圾填埋場污染控制標(biāo)準(zhǔn)》表2.1-1進(jìn)出水質(zhì)一覽表（單位：mg/L）CODcrBOD5氨氮總氮總磷pH設(shè)計進(jìn)水水質(zhì)4000600800206-9出水水質(zhì)3025304036-9備注：污染物排放監(jiān)控位置為：常規(guī)污水處理設(shè)施排放口AO+MBR+納濾（NF）+反滲透（RO）”工藝，達(dá)到《生活垃圾填3本地區(qū)內(nèi)出露地層單一，為寒武系下統(tǒng)清虛洞組一段土等組成，一般厚度0～1m，礦區(qū)內(nèi)第四系未標(biāo)示。+650m標(biāo)高以上均可采礦層組成。該礦區(qū)范圍總體為一單斜構(gòu)造，節(jié)理較發(fā)育，4％，河段水質(zhì)控制目標(biāo)為Ⅲ類水體。地表水質(zhì)量參照《定水功能區(qū)，根據(jù)本次對項(xiàng)目排污口河段水質(zhì)檢測結(jié)果，確入河段水質(zhì)控制目標(biāo)為Ⅲ類水體。地表水質(zhì)量參照《表3.1-1主要評價指標(biāo)水質(zhì)標(biāo)準(zhǔn)序號主要評價指標(biāo)Ⅲ類標(biāo)準(zhǔn)限值（mg/L）1COD202氨氮3總磷0.2政主管部門或流域管理機(jī)構(gòu)核定的數(shù)據(jù)，未核定納污能力的水功能區(qū)納污能力是指在滿足水功能要求的前計水量、入河排污口位置及排放方式下，水功能區(qū)水體所本項(xiàng)目入河排污口納污范圍水域未核定納污能力，根據(jù)水質(zhì)管理要求和污染物污能力可采用數(shù)學(xué)模型計算法，根據(jù)貴州地形地勢特點(diǎn)，CP—污染物排放濃度，mg/L本項(xiàng)目污染物排放濃度按照項(xiàng)目尾CW—河流上游污染物濃度，mg/L項(xiàng)目排水受納水體為小河溝，根據(jù)3.1節(jié)Q—初始斷面入流流量，m3/s本項(xiàng)目初始斷面入流流量取表7.3-2現(xiàn)狀河流納污能力計算結(jié)果一覽表60.0380.046.80.250.07m3/s2010.2水行政主管部門或流域管理機(jī)構(gòu)向環(huán)境保護(hù)部門提出的意總量意見，以不超過納污能力為限，同時可參考各級人民針對入河排污口設(shè)置單位的控制總量。本次論證區(qū)域尚未根據(jù)計算，項(xiàng)目所在水域在枯水期流量條件下，主要論證區(qū)域取水現(xiàn)狀：經(jīng)現(xiàn)場踏勘調(diào)查、查閱遙感根據(jù)調(diào)查結(jié)果顯示，本次論證水域范圍除本項(xiàng)目排污表3.3-1小河溝排污情況匯總表序號入河排污口名稱河湖名稱入河排污口類型經(jīng)度緯度污水入河方式排放方式排污量（t/a）COD氨氮總磷1劍河縣生活垃圾填埋場滲濾液處理站小河溝混合管道連續(xù)0.910.230.027本項(xiàng)目的河流水質(zhì)評價采用劍河縣生活垃圾填埋場一般污染物：Si,j=Ci,j/Csi式中：Sij——i污染物在監(jiān)測點(diǎn)的j的標(biāo)準(zhǔn)指數(shù)；Cij——i污染物在監(jiān)測點(diǎn)j的濃度值（mg/LpHjpHj>7.0pHj——監(jiān)測點(diǎn)j的pH值；SDoj=（DOf-DOj）/（DOf-DOsDOj≥DOs）DOj——DO在j點(diǎn)的濃度（mg/L）表4.3-6地表水環(huán)境質(zhì)量現(xiàn)狀監(jiān)測結(jié)果單位：mg/L(pH、糞大腸菌群除外)監(jiān)測指標(biāo)單位監(jiān)測日期監(jiān)測結(jié)果BS2BS3BS4BS5BS6pH無量綱8.038.058.078.068.048.068.158.078.068.048.078.018.068.078.05水溫℃平均值化學(xué)需氧量(CODcr)mg/L7668平均值69五日生化需氧量(BOD5)mg/L2.33.83.53.32.83.83.73.32.83.73.63.22.6平均值2.03.83.63.32.7懸浮物mg/L4L4L4L4L4L4L4L4L4L4L4L4L4L4L4L平均值4L4L4L4L4L氨氮mg/L0.0350.2330.2430.2970.2100.0450.2150.2680.2860.222監(jiān)測指標(biāo)單位監(jiān)測日期監(jiān)測結(jié)果BS2BS3BS4BS5BS60.0330.2270.2630.3200.203平均值0.0380.2250.2580.3010.212石油類mg/L0.01L0.010.010.01L0.01L0.01L0.010.010.01L0.01L0.01L0.020.010.010.01L平均值0.01L0.010.010.01L0.01L總磷mg/L0.030.070.040.080.040.040.070.040.070.040.040.070.040.080.03平均值0.040.070.040.080.04監(jiān)測指標(biāo)單位監(jiān)測日期監(jiān)測結(jié)果BS2BS3BS4BS5BS6總氮mg/L0.810.730.890.750.760.840.840.870.890.790.760.730.960.860.82平均值0.800.770.910.830.79糞大腸菌群MPN/L4.9×102702.2×1022.6×1023.3×102902.4×1022.0×1023.6×1021.7×1021.7×10260六價鉻mg/L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L平均值0.004L0.004L0.004L0.004L0.004L砷mg/L4.0×10-44.0×10-41.2×10-31.4×10-31.2×10-34.0×10-45.0×10-41.2×10-31.5×10-31.2×10-34.0×10-44.0×10-41.2×10-31.4×10-31.2×10-3平均值4.0×10-44.0×10-41.2×10-31.4×10-31.2×10-3汞mg/L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L0.00004L平均值0.00004L0.00004L0.00004L0.00004L0.00004L鎘mg/L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L平均值0.001L0.001L0.001L0.001L0.001L鉻mg/L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L0.03L平均值0.03L0.03L0.03L0.03L0.03L鉛mg/L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L平均值0.01L0.01L0.01L0.01L0.01L細(xì)菌總數(shù)CFU/mL437464415848626042513870594447監(jiān)測指標(biāo)單位監(jiān)測日期監(jiān)測結(jié)果BS2BS3BS4BS5BS6總鉻mg/L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L0.004L平均值0.004L0.004L0.004L0.004L0.004L高錳酸鹽指數(shù)mg/L0.822.380.962.472.49平均值0.942.45銅mg/L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L平均值0.05L0.05L0.05L0.05L0.05L鋅mg/L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L0.05L平均值0.05L0.05L0.05L0.05L0.05L氰化物mg/L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L0.001L平均值0.001L0.001L0.001L0.001L0.001L揮發(fā)酚mg/L0.0003L0.00030.00050.00060.00040.0003L0.0003L0.00070.00060.00030.0003L0.00030.00050.00050.0003L平均值0.0003L0.0003L0.00060.00060.0003L陰離子表面活性劑mg/L0.0640.0710.0510.0770.05L0.0580.0770.0620.0860.0540.0620.0730.0580.0820.05L平均值0.0610.0740.0570.0820.05L硫化物mg/L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L0.01L平均值0.01L0.01L0.01L0.01L0.01L備注：低于方法檢出限的檢驗(yàn)結(jié)果，用“最低檢測質(zhì)量濃度（檢出限）+L”表示。表4.3-7項(xiàng)目區(qū)地表水評價標(biāo)準(zhǔn)指數(shù)一覽表檢測點(diǎn)位置檢測項(xiàng)目監(jiān)測值范圍（mg/L）評價標(biāo)準(zhǔn)（mg/L）Pi值范圍達(dá)標(biāo)情況BS2pH8.03~8.076～90.52~0.54達(dá)標(biāo)氨氮0.033~0.045≤1.00.033~0.045達(dá)標(biāo)懸浮物4L///化學(xué)需氧量6~7≤200.3~0.35達(dá)標(biāo)五日生化需氧量1.7~2.3≤40.43~0.58達(dá)標(biāo)總磷0.03~0.04≤0.20.15~0.2達(dá)標(biāo)總氮0.76~0.84≤1.00.76~0.84達(dá)標(biāo)糞大腸菌群330~490≤100000.033~0.049達(dá)標(biāo)石油類0.01L≤0.050.1達(dá)標(biāo)汞0.00004L≤0.00010.2達(dá)標(biāo)砷4.0×10-4≤0.050.008達(dá)標(biāo)六價鉻0.004L≤0.050.04達(dá)標(biāo)鎘0.001L≤0.0050.1達(dá)標(biāo)鉛0.01L≤0.050.1達(dá)標(biāo)鉻0.03L///細(xì)菌總數(shù)38~48///總鉻0.004L///高錳酸鹽指數(shù)≤60.18~0.24達(dá)標(biāo)銅0.05L≤1.00.025達(dá)標(biāo)鋅0.05L≤1.00.025達(dá)標(biāo)氰化物0.001L≤0.20.0025達(dá)標(biāo)揮發(fā)酚0.0003L≤0.0050.03達(dá)標(biāo)陰離子表面活性劑0.058~0.064≤0.20.29~0.32達(dá)標(biāo)硫化物0.01L≤0.20.025達(dá)標(biāo)BS3pH8.05~8.156～90.52~0.58達(dá)標(biāo)氨氮0.215~0.233≤1.00.215~0.233達(dá)標(biāo)懸浮物4L///化學(xué)需氧量≤200.75~0.9達(dá)標(biāo)五日生化需氧量3.7~3.8≤40.93~0.95達(dá)標(biāo)總磷0.07≤0.20.35達(dá)標(biāo)總氮0.73~0.84≤1.00.73~0.84達(dá)標(biāo)糞大腸菌群70~90≤100000.007~0.009達(dá)標(biāo)石油類0.01~0.02≤0.050.2~0.4達(dá)標(biāo)汞0.00004L≤0.00010.2達(dá)標(biāo)砷4.0×10-4≤0.050.008達(dá)標(biāo)六價鉻0.004L≤0.050.04達(dá)標(biāo)鎘0.001L≤0.0050.1達(dá)標(biāo)鉛0.01L≤0.050.1達(dá)標(biāo)鉻0.03L///細(xì)菌總數(shù)62~74///總鉻0.004L///高錳酸鹽指數(shù)0.82~1.03≤60.14~0.17達(dá)標(biāo)銅0.05L≤1.00.025達(dá)標(biāo)鋅0.05L≤1.00.025達(dá)標(biāo)氰化物0.001L≤0.20.0025達(dá)標(biāo)揮發(fā)酚0.0003L≤0.0050.03達(dá)標(biāo)陰離子表面活性劑0.071~0.077≤0.20.36~0.39達(dá)標(biāo)硫化物0.01L≤0.20.025達(dá)標(biāo)BS4pH8.06~8.076～90.53~0.54達(dá)標(biāo)氨氮0.243~0.268≤1.00.243~0.268達(dá)標(biāo)懸浮物4L///化學(xué)需氧量≤200.7達(dá)標(biāo)五日生化需氧量3.5~3.7≤40.88~0.93達(dá)標(biāo)總磷0.04≤0.20.2達(dá)標(biāo)總氮0.87~0.96≤1.00.87~0.96達(dá)標(biāo)糞大腸菌群170~240≤100000.017~0.024達(dá)標(biāo)石油類0.01≤0.050.2達(dá)標(biāo)汞0.00004L≤0.00010.2達(dá)標(biāo)砷1.2×10-4≤0.050.0024達(dá)標(biāo)六價鉻0.004L≤0.050.04達(dá)標(biāo)鎘0.001L≤0.0050.1達(dá)標(biāo)鉛0.01L≤0.050.1達(dá)標(biāo)鉻0.03L///細(xì)菌總數(shù)59~64///總鉻0.004L///高錳酸鹽指數(shù)2.38~2.49≤60.4~0.42達(dá)標(biāo)銅0.05L≤1.00.025達(dá)標(biāo)鋅0.05L≤1.00.025達(dá)標(biāo)氰化物0.001L≤0.20.0025達(dá)標(biāo)揮發(fā)酚0.0005~0.0007≤0.005達(dá)標(biāo)陰離子表面活性劑0.051~0.062≤0.20.26~0.31達(dá)標(biāo)硫化物0.01L≤0.20.025達(dá)標(biāo)BS5pH8.06~8.076～90.53~0.54達(dá)標(biāo)氨氮0.286~0.32≤1.00.286~0.32達(dá)標(biāo)懸浮物4L///化學(xué)需氧量≤200.55~0.6達(dá)標(biāo)五日生化需氧量3.2~3.3≤40.8~0.83達(dá)標(biāo)總磷0.07~0.08≤0.20.35~0.4達(dá)標(biāo)總氮0.75~0.89≤1.00.75~0.89達(dá)標(biāo)糞大腸菌群170~260≤100000.017~0.026達(dá)標(biāo)石油類0.01L≤0.050.2達(dá)標(biāo)汞0.00004L≤0.00010.2達(dá)標(biāo)砷1.4×10-4≤0.050.0028達(dá)標(biāo)六價鉻0.004L≤0.050.04達(dá)標(biāo)鎘0.001L≤0.0050.1達(dá)標(biāo)鉛0.01L≤0.050.1達(dá)標(biāo)鉻0.03L///細(xì)菌總數(shù)41~44///總鉻0.004L///高錳酸鹽指數(shù)≤60.21~0.23達(dá)標(biāo)銅0.05L≤1.00.025達(dá)標(biāo)鋅0.05L≤1.00.025達(dá)標(biāo)氰化物0.001L≤0.20.0025達(dá)標(biāo)揮發(fā)酚0.0005~0.0006≤0.005達(dá)標(biāo)陰離子表面活性劑0.077~0.086≤0.20.39~0.43達(dá)標(biāo)硫化物0.01L≤0.20.025達(dá)標(biāo)BS5pH8.04~8.056～90.52~0.53達(dá)標(biāo)氨氮0.203~0.222≤1.00.203~0.222達(dá)標(biāo)懸浮物4L///化學(xué)需氧量≤200.4~0.5達(dá)標(biāo)五日生化需氧量2.6~2.8≤40.65~0.7達(dá)標(biāo)總磷0.03~0.04≤0.20.15~0.2達(dá)標(biāo)總氮0.76~0.82≤1.00.76~0.82達(dá)標(biāo)糞大腸菌群≤100000.006~0.011達(dá)標(biāo)石油類0.01L≤0.050.2達(dá)標(biāo)汞0.00004L≤0.00010.2達(dá)標(biāo)砷1.2×10-4≤0.050.0024達(dá)標(biāo)六價鉻0.004L≤0.050.04達(dá)標(biāo)鎘0.001L≤0.0050.1達(dá)標(biāo)鉛0.01L≤0.050.1達(dá)標(biāo)鉻0.03L///細(xì)菌總數(shù)47~58///總鉻0.004L///高錳酸鹽指數(shù)≤60.27~0.3達(dá)標(biāo)銅0.05L≤1.00.025達(dá)標(biāo)鋅0.05L≤1.00.025達(dá)標(biāo)氰化物0.001L≤0.20.0025達(dá)標(biāo)揮發(fā)酚0.00015~0.0004≤0.0050.03~0.08達(dá)標(biāo)陰離子表面活性劑0.05L~0.054≤0.20.1~0.27達(dá)標(biāo)硫化物0.01L≤0.20.025達(dá)標(biāo)生態(tài)環(huán)境主管部門或流域管理機(jī)構(gòu)核定的數(shù)據(jù)，未核定表4.3-1現(xiàn)狀剩余納污能力計算表污染物指標(biāo)納污能力（t/a）現(xiàn)狀排放量（t/a）現(xiàn)狀剩余納污能力（t/a）本次論證河段（小河溝）COD0.91NH3-N0.720.230.49TP0.130.0270.103入河排污口排出的廢污水來源于劍河縣新縣城生活表5.2-1污水處理工程出水中污染物濃度一覽表CODcrBOD5氨氮總氮總磷pH出水水質(zhì)3025304036-9色度總汞總鎘總鉻六價鉻總砷糞大腸菌群數(shù)（個/L）出水水質(zhì)400.0010.010.10.050.110000備注：污染物排放監(jiān)控位置為：常規(guī)污水處理設(shè)施排放口表5.2-2本項(xiàng)目排放污染物種類及其排放濃度、排放量統(tǒng)計表廢水量污染因子CODcrBOD5氨氮總氮總磷pH9125t/a進(jìn)水水質(zhì)（mg/l）4000600800206-936.59.135.487.30.18/出水水質(zhì)（mg/l）3025304036-90.910.270.230.270.370.027/35.598.865.216.930.15/3-N3-N的環(huán)境制約因子。另外，滲濾液處理達(dá)標(biāo)后的尾水和擴(kuò)建前保持一致：達(dá)到GB16889-2008表2標(biāo)準(zhǔn)后排放入（N，600m）小河，最保護(hù)區(qū)等禁止排污口設(shè)置水域。項(xiàng)目排污口設(shè)表5.3-1項(xiàng)目排污量與水功能區(qū)剩余限排量統(tǒng)計表項(xiàng)目小河溝限制排污總量小河溝已排污量小河溝剩余限制排污總量本項(xiàng)目排污總量項(xiàng)目排污量與小河溝剩余限排量的關(guān)系COD（t/a）00.91小于剩余限排量氨氮（t/a）0.7200.720.23小于剩余限排量總磷（t/a）0.1300.130.027小于剩余限排量表5.4-1入河排污口基本情況一覽表入河排污口地理位置（經(jīng)緯度）設(shè)置類型排污口分類排放方式入河方式排入水體水質(zhì)管理目標(biāo)新建北緯26°43′新建污水總排口連續(xù)管道小河溝《地表水環(huán)境質(zhì)量標(biāo)III類標(biāo)準(zhǔn)執(zhí)行劍河縣新縣城生活垃圾填埋場滲濾液處理站入口所在小河溝斷面上游500m斷面水質(zhì)檢測結(jié)本次通過計算P=90%河段最枯月平均流α-排放口到近岸水邊的距離，m；距岸邊距離0m；I－河底坡度，‰；由前文可得小河溝主河道坡降4‰。（2004年）及相關(guān)水文資料，一般河道（水質(zhì)及水My=（0.058H+0.0065BgHI）1/2≈0.0143m2/s污水處理工程污水經(jīng)處理達(dá)標(biāo)后排放，即污污水處理工程污水未經(jīng)處理直接排放，即污=243.2（m）表6.1-1正常排污工況COD（mg/L）入河濃度變化計算結(jié)果Y＼X200300400500600700800900017.330416.637616.311116.105915.958215.843115.748715.668315.597915.534915.675615.865015.846515.788415.724015.661415.602415.547315.495715.44722014.988915.066015.156015.215115.246515.258715.258315.249415.235015.21673014.978314.959614.954614.962314.974414.985514.993214.996814.996514.99274014.978314.956714.935714.917214.902414.891014.881914.873914.866414.85865014.978314.956714.935014.913614.892614.872614.853814.836214.819614.80406014.978314.956714.935014.913414.891914.870514.849314.828514.808214.78837014.978314.956714.935014.913414.891914.870414.848914.827514.806214.785114.978314.956714.935014.913414.891914.870414.848914.827414.806014.78469014.978314.956714.935014.913414.891914.870414.848914.827414.806014.784614.978314.956714.935014.913414.891914.870414.848914.827414.806014.7845表6.1-2正常排污工況NH3-N（mg/L）入河濃度變化計算結(jié)果Y＼X20030040050060070080090000.44990.38250.35170.33300.32010.31040.30280.29660.29140.28700.28440.30520.30520.30120.29670.29220.28820.28450.28120.2782200.21570.22530.23620.24390.24890.25200.25380.25470.25510.2551300.21470.21470.21600.21860.22170.22470.22730.22950.23130.2327400.21470.21440.21410.21410.21450.21520.21610.21720.21830.2193500.21470.21440.21410.21380.21350.21340.21330.21340.21360.2139600.21470.21440.21410.21380.21350.21320.21290.21260.21240.2123700.21470.21440.21410.21380.21350.21310.21280.21250.21220.21200.21470.21440.21410.21380.21350.21310.21280.21250.21220.2119900.21470.21440.21410.21380.21350.21310.21280.21250.21220.21190.21470.21440.21410.21380.21350.21310.21280.21250.21220.2119表6.1-3正常排污工況TP（mg/L）入河濃度變化計算結(jié)果Y＼X20030040050060070080090000.08340.07660.07350.07160.07020.06920.06840.06770.06710.06660.06690.06890.06890.06840.06790.06740.06690.06650.06610.0658200.06000.06090.06190.06270.06310.06340.06350.06350.06350.0635300.05990.05990.05990.06010.06040.06060.06080.06100.06110.0612400.05990.05980.05970.05970.05970.05970.05970.05980.05980.0599500.05990.05980.05970.05970.05960.05950.05940.05940.05940.0593600.05990.05980.05970.05970.05960.05950.05940.05930.05920.0592700.05990.05980.05970.05970.05960.05950.05940.05930.05920.05910.05990.05980.05970.05970.05960.05950.05940.05930.05920.0591900.05990.05980.05970.05970.05960.05950.05940.05930.05920.05910.05990.05980.05970.05970.05960.05950.05940.05930.05920.0591濃度預(yù)測結(jié)果未超過地表水III類水質(zhì)表6.1-4事故排污工況COD（mg/L）入河濃度變化計算結(jié)果Y＼X200300400500600700800900021.81520.87520.22319.734319.348119.031818.765518.536526.738723.361556418.464819.498619.492119.288019.052318.825418.616718.427118.254818.09792015.031415.503616.040016.421716.664916.812216.895916.937616.951016.94533014.978414.971315.033115.157815.304515.446015.570415.674415.758615.82514014.978314.956714.938214.932014.944314.973415.013815.060215.108015.15465014.978314.956714.935114.914114.895514.881514.873314.871214.874414.88176014.978314.956714.935014.913514.892014.871114.851214.833014.817014.80347014.978314.956714.935014.913414.891914.870414.849014.827914.807214.787214.978314.956714.935014.913414.891914.870414.848914.827414.806114.78489014.978314.956714.935014.913414.891914.870414.848914.827414.806014.784614.978314.956714.935014.913414.891914.870414.848914.827414.806014.7845表6.1-5事故排污工況NH3-N（mg/L）入河濃度變化計算結(jié)果Y＼X5020025030035040045050002.03531.53191.29791.15571.05760.98470.92770.88150.84310.81060.38430.60520.69300.72310.72910.72450.71510.70370.69160.6794200.21490.22060.24330.27560.30850.33780.36250.38270.39900.4120300.21480.21470.21480.21600.21940.22510.23250.24110.25030.2597400.21480.21470.21450.21440.21430.21440.21490.21580.21730.2193500.21480.21470.21450.21440.21420.21410.21390.21380.21380.2139600.21480.21470.21450.21440.21420.21410.21390.21380.21360.2135700.21480.21470.21450.21440.21420.21410.21390.21380.21360.21350.21480.21470.21450.21440.21420.21410.21390.21380.21360.2135900.21480.21470.21450.21440.21420.21410.21390.21380.21360.21350.21480.21470.21450.21440.21420.21410.21390.21380.21360.2135表6.1-6事故排污工況TP（mg/L）入河濃度變化計算結(jié)果Y＼X204020000.3480.2750.2390.2160.2010.18920.179