某水利枢纽拱坝设计计算书

某水利枢纽拱坝设计计算书第一章枢纽布置1、根据蓝图上的典型洪水过程线，用同倍比放大法放大得出设计、校核洪kQ－以洪峰控制的放大系数QMP－设计、校核标准下的洪峰流量QMD－典型洪峰流量设计放大系数：kQ==1.37；校核放大系数：kQ==1.91。天12345678②溢流前沿长度为：设计情况：3②溢流前沿长度为：设计情况：320μ-流量系数。根据实验测定。对于薄壁小孔口自由出流μ=A－孔口面积；Ho－工作水头。步骤同上。其下泄流量流量与双辅助线计算表Hμ孔AH孔AV(m3)789Hμ孔AH孔AV(m3)789HmHV(m3)6789HmHV(m3)56789图1-1校核双辅助线计算图（方案1）图1-2设计双辅助线计算图（方案1）图1-3校核双辅助线计算图（方案2）图1-5设计双辅助线计算图（方案2）入库流量3/s)平均流量3/s)水位z1V1/△t-q1/2V2/△t+q2/2下泄流量3/s)水位z2652871.4738235369.8282.13693557.6793214.5882.1335697.5838584.402886.8182.524316.8593937.2782.5236702.3739634.852932.4583.074923.9524620.4183.0738326.0141322.782996.7883.66815228.5225076.2483.6640339.5643402.253062.6884.3855279.5575254.0484.342461.6845593.603131.9584.95895161.7495220.6584.9544478.9547682.333203.3885.56934958.8045060.2885.5646273.6949539.233265.5386.04974713.2344836.0286.0447795.2651109.713314.4586.414448.9284581.0886.4149025.1352376.343351.2186.684169.1764309.0586.6849956.1853334.183378.0086.863877.1064023.1486.8650583.5353979.323395.7986.953581.383729.2486.9550907.8354312.773404.9486.963294.8083438.0986.9650940.0754345.923405.8586.893028.0653161.4486.8950702.3754101.513399.1486.762783.1662905.6286.7650222.4253607.993385.5786.562554.8042668.9986.5649525.7252891.413365.690入库流量3/s)平均流量(m3/s)水位V1/△t-q1/2V2/△t+q2/2下泄流量3/s)水位z2672382.36482.0035614.3782.092857.7702620.0782.0935842.6238234.442391.8082.353316.4103087.0982.3536510.6238929.712419.0582.733638.9103477.6682.7337530.2239988.282458.0483.12833777.1103708.0183.1238739.9441238.232498.2983.48873754.1203765.6283.4839971.4442505.562534.1283.81913633.3703693.7583.8141099.6843665.192565.5084.09953463.2903548.3384.0942055.3044648.012592.7184.32993272.8403368.0784.3242808.1845423.372615.2184.53073.3503173.1084.5043349.4445981.282631.8684.612866.9202970.1484.6143677.5246319.582642.0984.652657.7702762.3584.6543794.1546439.872645.7484.622452.1202554.9584.6243706.1446349.102642.9884.532256.2702354.2084.5343426.1246060.342634.2484.382074.0202165.1584.3842971.1145591.272620.190入库流量3/s)平均流量3/s)水位z1V1/△t-q1/2v2/△t+q2/2下泄流量3/s)水位z2642795.348235407.8882.17683459.3613127.3582.1735720.1738535.232815.0482.54219.6183839.4982.536685.4139559.662874.1883.054861.5284540.5783.0538267.2741225.982958.7383.64805204.6045033.0783.6440255.1243300.343045.3284.27845284.7645244.6884.2742364.2445499.803135.3784.93885183.2885234.0384.9344370.2147598.273227.9285.53924988.5525085.9285.5346149.5749456.133308.0286.01964746.7464867.6586.0147646.6251017.223370.5386.374484.4824615.6186.3748840.1452262.233416.8186.634206.6824345.5886.6349725.1453185.723449.7886.83915.8644061.2786.850300.7253786.413470.8786.873619.9273767.9086.8750571.1154068.623480.7286.863331.4293475.6886.8650550.2054046.793479.9686.783061.713196.5786.7850262.7453746.773469.4886.632814.2432937.9886.6349739.5253200.723450.310入库流量3/s)平均流量3/s)水位V1/△t-q1/2v2/△t+q2/2下泄流量3/s)水位z2672414.5482.0035598.2982.092891.3192652.9382.0935823.8038251.222427.4182.343344.6343117.9882.3436477.5738941.782464.1982.713654.5023499.5782.7137461.1339977.142515.9983.09833780.2513717.3883.0938609.9241178.512568.5983.49873748.0973764.1783.4939759.8642374.092614.2283.73913622.7023685.4083.7340792.4043445.262652.8483.98953450.3633536.5383.9841644.1444328.932684.7984.18993259.1763354.7784.1842289.0644998.912709.8784.313059.1183159.1584.3142721.0945448.212727.1684.392852.332955.7284.3942940.7845676.812736.0784.392643.2052747.7784.3942952.0645688.552736.5384.332438.0562540.6384.3342763.8445492.692728.8984.212243.0772340.5784.2142390.5445104.412713.9084.