各斷面設(shè)計(jì)洪水水位計(jì)算案例控制斷面K1+000相關(guān)數(shù)據(jù)如下：設(shè)計(jì)洪水水位；過水?dāng)嗝婷娣e，水力半徑，謝才系數(shù)，流量模數(shù)；設(shè)計(jì)枯水位，過水?dāng)嗝婷娣e，水力半徑，謝才系數(shù)，流量模數(shù)。（1）、K0+900斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()47.60998.155232.0214.30236.43775435.5970.00051686.79147.00858.570228.7903.75335.61759237.8930.00051324.60046.40723.244225.5593.20634.69544933.1380.00051004.73645.80589.583222.3282.65233.61432273.3540.0005721.654根據(jù)以上數(shù)據(jù)利用插值對K0+900斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差46.85827.9553.61635.3975.573E+0422,256.2031.800E+0946.86046.904|-0.044|>0.0146.87832.5003.63435.4275.622E+0422,256.2031.828E+0946.88046.904|-0.024|>0.0146.90839.3183.66235.4715.697E+0422,256.2031.870E+0946.91046.9040.006<0.01由以上試算得出K0+900斷面的設(shè)計(jì)洪水位為。（2）、K0+800斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()47.00681.087194.2853.50635.21544906.5120.00252245.32646.00490.730188.9002.59833.49926496.1090.00251324.80545.00305.374183.5151.66431.10212251.9320.0025612.59744.00125.018178.1300.70226.9342820.9370.0025141.047根據(jù)以上數(shù)據(jù)插值對K0+800斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.00677.9633.51935.23744814.55856969.0532.627E+0947.03346.932|0.102|>0.0146.95668.7043.47235.15943810.28856969.0532.582E+0946.98446.932|0.053|>0.0146.90659.4443.42635.08042815.14056969.0532.539E+0946.93646.9320.004<0.01由以上試算得出K0+800斷面的設(shè)計(jì)洪水位為。（3）、K0+700斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()46.00297.424121.8952.44033.15115401.6350.0011510.81447.00420.817127.2803.30634.87326683.7670.0011885.00048.00549.211132.6664.14036.20440456.8560.00111341.80249.00682.605138.0514.94537.29256605.0680.00111877.378根據(jù)以上數(shù)據(jù)插值對K0+700斷面設(shè)計(jì)洪水水位試算如下：水位（）()（）（）（）（）（）（）（）誤差46.95416.1543.24834.77026076.75642815.1401.257E+0947.04746.9510.096>0.0146.90409.7443.20634.69525454.59842815.1401.241E+0947.00146.9510.049>0.0146.85403.3333.16434.61924838.39442815.1401.225E+0946.95446.9510.003<0.01由以上試算得出K0+700斷面的設(shè)計(jì)洪水位為。（4）、K0+600斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()45.00261.218186.7431.39930.2159334.8520.0017384.88646.00449.910192.1282.34232.92522668.0390.0017934.62747.00643.602197.5133.25934.78840416.9240.00171666.43248.00842.294202.8984.15136.22162161.1390.00172562.969根據(jù)以上數(shù)據(jù)插值對K0+600斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.00641.3463.24634.76740175.85624838.3941.116E+0947.01946.987|0.032|>0.0146.98637.5003.22834.73439784.28024838.3941.100E+0946.99946.987|0.012|>0.0146.96633.6543.21034.70139394.23724838.3941.084E+0946.97946.987|-0.008|<0.01由以上試算得出K0+600斷面的設(shè)計(jì)洪水位為。（5）、K0+500斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()45.00238.542176.8381.34930.0338320.6120.0005186.05546.00417.348182.2232.29032.80320718.5820.0005463.28247.00601.154187.6083.20434.69137331.3520.0005834.75448.00789.960192.9934.09336.13657753.6080.00051291.410根據(jù)以上數(shù)據(jù)插值對K0+500斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.10626.6673.28334.83239552.83339394.2371.558E+0947.13147.0150.116>0.0147.00608.1483.19234.66937667.66739394.2371.485E+0947.03347.0150.018>0.0146.98604.4443.17434.63637295.05839394.2371.471E+0947.01447.015|-0.001|<0.01由以上試算得出K0+500斷面的設(shè)計(jì)洪水位為。（6）、K0+400斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()46.00206.00395.6702.15332.4679814.5910.0007259.67047.00303.162100.8903.00534.32218036.7220.0007477.20748.00405.144106.1113.81835.72028277.4380.0007748.15149.00511.948111.3324.59836.84440447.7500.00071070.147根據(jù)以上數(shù)據(jù)插值對K0+400斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.10315.8163.06834.44019050.09337295.0588.769E+0847.10046.9800.12001>0.0147.00305.6122.98634.28618106.52437295.0588.594E+0847.00046.9800.02001>0.0146.98303.5712.97034.25517920.08537295.0588.560E+0846.98046.9800.00002<0.01由以上試算得出K0+400斷面的設(shè)計(jì)洪水位為。（7）、K0+300斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()46.00225.311107.0482.10532.34410572.6370.0007279.72647.00322.290112.4332.86734.05318581.4600.0007491.61948.00447.682117.8183.80035.69131146.2150.0007824.05149.00566.367123.2044.59736.84244738.3230.00071183.665根據(jù)以上數(shù)據(jù)插值對K0+300斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.10343.6783.00534.32220,447.29017,920.0853.696E+0847.10046.9800.120>0.0147.50389.6553.34234.93524,884.49417,920.0854.702E+0847.50046.9800.520>0.0146.99331.0342.91234.14319,288.14617,920.0853.466E+0846.99046.9800.009<0.01由以上試算得出K0+300斷面的設(shè)計(jì)洪水位為。（8）、K0+200斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()46.00218.181111.8481.95131.9379732.1360.0018412.90047.00331.719117.2352.83033.98018960.3110.0018804.41848.00450.308122.5843.67335.49030630.9090.00181299.55949.00573.868128.0064.48336.68844579.1210.00181891.332根據(jù)以上數(shù)據(jù)插值對K0+200斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.10347.3812.89634.11220166.30019288.146389356112.29547.10046.9900.110>0.0147.05341.4292.85434.02819627.65719288.146378638753.20547.05046.9900.060>0.0147.00335.4762.81233.94419094.80919288.146368322163.14747.00046.9900.009<0.01由以上試算得出K0+200斷面的設(shè)計(jì)洪水位為。（9）、K0+100斷面計(jì)算數(shù)據(jù)如下：先擬定一系列水位得出相關(guān)數(shù)據(jù)，如下表：（）()（）（）（）（）()46.00169.19097.7331.73131.3086969.3670.0023334.23947.00268.718103.1182.60633.51714539.0410.0023697.26848.00373.246108.5043.44035.10424301.2520.00231165.44749.00482.775113.8894.23936.34836128.6900.00231732.671根據(jù)以上數(shù)據(jù)插值對K0+100斷面設(shè)計(jì)洪水水位試算如下：（）()（）（）（）（）（）（）（）誤差47.10280.5212.67033.65215424.42219094.8093.013E+0847.10047.0000.100>0.0147.05275.3132.62833.56414979.59319094.8092.945E+0847.05047.0000.050>0.0147.01271.1462.59433.49214627.45019094.8092.893E+0847.01047.0000.009<0.01由以上試算得出K0+100斷面的設(shè)計(jì)洪水位為。