渗流量

121.6521.6021.7021.6520.9520.88221.5021.5021.5021.5020.8020.80321.5021.5021.5021.5020.8020.63421.4521.0021.0021.1520.4520.23520.7520.5020.8520.7020.0019.92620.4720.4020.7520.5419.8420.19720.5021.4521.7521.2320.5320.34820.5021.0521.0020.8520.1520.19921.0020.9520.8520.9320.2320.1310

20.7020.7520.7020.7220.0219.9911左20.6020.7520.6520.6719.9719.9311右

20.4520.7520.6020.6019.9019.8212左20.4520.4720.4020.4419.7419.7512右20.4720.4720.4620.4719.7719.531320.0020.0020.0020.0019.3019.301420.0020.0020.0020.0019.3019.6815

20.7020.7520.8020.7520.0519.8016左20.2020.2520.3020.2519.5519.5416右

20.1020.2520.3220.2219.5219.4017左

19.8020.0020.1019.9719.2719.2817右19.9020.0020.0519.9819.2819.231819.8019.8519.9519.8719.1718.991919.4519.5019.6019.5218.8218.842019.3519.6019.7519.5718.8718.912119.3019.6520.0019.6518.9518.942219.3019.5520.0519.6318.9319.132320.0320.1519.9020.0319.3319.562420.2520.5520.6820.4919.7919.662520.1020.2020.3520.2219.5219.502620.2020.3520.0020.1819.4819.222719.6019.7019.6519.6518.9518.6728

19.1519.1019.00

19.0818.38

总计

上导航段上闸首

闸室下导航段

下闸首渗流开始高程截面

左点高程中点高程右点高程平均渗流

开始高程平均高程（m）上游引航道

下游引航道

倾斜m/s 底斜m/s 11.2010.450.00010276560.0000055820.9028.2511.2010.300.00010187380.0000055820.6051.3811.2010.300.00009630100.0000055820.6035.3811.209.950.00008650250.0000055819.9042.2511.209.500.00008006950.0000055819.0060.211.209.340.00009080590.0000055818.6842.2511.2010.030.00008959800.0000055820.0740.311.209.650.00008805870.0000055819.301011.209.730.00008505820.0000054919.472011.209.520.00008239930.0000052519.03108.2012.470.00009439430.0000022524.938.2012.400.00008986100.0000023724.80208.2012.240.00008719430.0000023724.4812.208.270.00005154370.0000052516.5369.3212.207.800.00004527050.0000052515.6043.1712.207.800.00005535250.0000052515.6056.6612.208.550.00005871310.0000052517.1040.8612.208.050.00005163330.0000052516.108.2012.020.00007280000.0000023724.05208.2011.770.00006800000.0000023723.538.2011.780.00006600000.0000022523.571011.208.670.00004072920.0000052517.332011.208.320.00003633630.0000054916.631011.208.370.00003828870.0000055816.7333.8711.208.450.00003926490.0000055816.9031.2211.208.430.00004478040.0000055816.8736.6111.208.830.00005737320.0000055817.6532.3711.209.290.00006015540.0000055818.5933.9211.209.020.00005561610.0000055818.0341.2411.208.980.00004731850.0000055817.9745.2211.208.450.00003121130.0000055816.9065.5511.207.885815.77

渗流系数K 截面间距

底高程（m）渗流高度（m 基坑底宽度边坡与基

坑距离

倾斜垂直方向（㎡底面积（㎡)倾斜m³/s 底面m³/s

295.211638.500.0030340.0008190.00385313.87086529.212980.040.0053910.0014900.00688124.77276364.412052.040.0035090.0010260.00453516.3273420.392450.500.0036360.0012250.00486217.50215571.903491.600.0045790.0017460.00632522.7699394.622450.500.0035830.0012250.00480917.31091404.342337.400.0036230.0011690.00479217.2495396.50580.000.0008500.0002900.001140 4.10316194.67980.000.0016560.0004900.0021467.7248895.17250.000.0007840.0001250.000909 3.273

0.000.000.0000000.0000000.0000000

248.00740.000.0022290.0001480.0023778.555588

0.000.000.0000000.0000000.0000000

573.051733.000.0029540.0008670.00382013.75268336.731079.250.0015240.0005400.0020647.430401441.951416.500.0024460.0007080.00315511.35635349.351021.500.0020510.0005110.0025629.222877

0.000.000.0000000.0000000.0000000

240.47740.000.0017510.0001480.001899 6.83495

0.000.000.0000000.0000000.0000000

117.83250.000.0007780.0000500.000828 2.97972173.33500.000.0007060.0002500.000956 3.441583.17490.000.0003020.0002450.000547 1.969909283.381964.460.0010850.0009820.0020677.442104263.811810.760.0010360.0009050.001941 6.988402308.742123.380.0013830.0010620.0024448.799329285.721877.460.0016390.0009390.0025789.280774315.231967.360.0018960.0009840.00288010.36784371.852391.920.0020680.0011960.00326411.7505406.232622.760.0019220.0013110.00323411.64089553.903801.900.0017290.0019010.00363013.06705

289.7853

2.97972

12.85351

71.89479133.9066

10.997888.555588

41.7623

渗流面积A 渗流量Q

各段汇总

总渗流量m³/h

总渗流量m

³/s