江北寧溪水利樞紐設(shè)計計算說明書

1、江北寧溪水利樞紐設(shè)計 PAGE PAGE 42工程計算說明書1調(diào)洪演算選定溢流堰堰頂高程H1，取為337米。取起調(diào)水位為正常水位，即H1=345米。選定調(diào)洪過程：起調(diào)水位為堰頂高程，閘門全開，作為無閘門情況對待，但設(shè)計洪水情況在下瀉洪水流量2800 m3/s時，則控制閘門開度使下瀉量保持2800m3/s。方案 eq oac(,1)：設(shè)計工況堰頂高程取337m ，堰寬40m ，閘門共5孔 ，t=14400秒時 已知洪水過程線數(shù)據(jù)如下：同倍比放大后，分別得出設(shè)計洪水和校核洪水的過程線。洪水過程線曲線計算表時段（天）單位洪量（Q）設(shè)計洪量Q設(shè)（立米/秒）校核洪量Q校（立米/秒）01040570018

2、93604.562301.06100405070002572308.53990332.51316.252275419769.51330512486840根據(jù)WES溢流堰流量公式，求出水位-流量關(guān)系。WES堰的設(shè)計水頭Hd，按壩頂最大工作水頭Hmax的0.750.95采用，由于最高水位不得超過350米，即有Hmax=350-337=13米，Hd=13*0.8=10.2米。堰高P1.33Hd，即為高堰，流量系數(shù)m只與H/Hd 有關(guān)，根據(jù)m=f（H/Hd），查得從345米開始，即H=345-337=8米開始，對應的每個m值。水位水深H流量系數(shù)m350130.514349120.508348110.5

3、02347100.49434690.48634580.48同時考慮水輪機引用流量（由于不可能總是三臺機組同時工作，故只考慮一臺機組引用流量），得出該樞紐在不同堰寬（8*5，14*3，9*5）的下瀉洪水流量。如下表：水位水深m流量36m流量42m40米（5*8） 45米（5*9）350130.5143430 4036 3840 4320 349120.5083007 3568 3366 3786 348110.5022634 3120 2919 3284 347100.4942268 2683 2490 2801 34690.4861924 2273 2091 2353 34580.481608

4、 1896 1731 1971 取t=4h=14400s,列表計算與（，各值列表如下：在第13.14個小時時，來水量開始大于下瀉流量，此時開始計算，校核 洪水 40米堰寬時間t流量q平均流量v1/t-q1/2v2/t+q2/2下泄流量水位水位 6.418217612115 48772176134510.41822468 2861 4909550887 1792345.0914.41823254 3722 5007151956 1885345.3518.41824190 4830 5174453793 2049345.8122.41825470 6227 5426556574 2309346.4

5、826.41826983 6798 5779160492 2702347.4330.41826613 6321 6146164589 3129348.4134.41826030 5695 6430967782 3431349.1738.41825359 5047 6628270004 3722349.6942.41824734 4460 6744071329 387034546.41824185 3944 71900 345可知校核洪水來臨時，最高水位在46.41至50.41 小時之間，再將時間劃分為一個小時一段，計算出最高水位已近超過350 米，可知需要重新計算。下面取堰寬42 米（14*3

6、）校核 洪水 42 米堰寬時間t流量q平均流量v1/t-q1/2v2/t+q2/2下泄流量水庫水位 7.381926 2287 48690192634511.382648 3055 4901850977 1959345.0915.383462 3957 5001352073 2060345.3619.384453 5176 5173453970 2236345.8323.385898 6401 5438956910 2521346.5427.386903 6705 5787060790 2920347.4831.386507 6204 6125664575 3319348.3835.38590

7、1 5549 6383267460 3628349.0639.385196 4923 6554169381 3840349.5243.384650 4358 6650470464 3960349.7847.384066 3833 6685870862 4005349.87同樣劃分一個小時一段，最后計算出最高水位在第47 小時時，為349.88米。同時計算出設(shè)計洪水42米堰寬時：設(shè)計 洪水 42 米堰寬時間t流量q平均流量v1/t-q1/2v2/t+q2/2下泄流量水位水位 14.771926.0022229 48690192634518.772531.4772934 4896550919 19

8、54345.0822.773336.0663672 4985551899 2044345.3226.774008.6823896 5133353527 2194345.7230.773783.4333603 5287355229 2356346.1334.773422.9553228 5399856476 2478347.4438.773032.9642857 5467457226 2552346.6242.772680.8692527 5494857531 2583346.6946.772372.373 57475 同理得出最高水位為346.72米。同時計算出堰寬在45米（9*5）時的情況：

9、校核 洪水 45 米堰寬時間t流量q平均流量v1/t-q1/2v2/t+q2/2下泄流量水位水位 7.18112001 2779 48652200134511.18113558 4068 4935951431 2071345.1915.18114578 5350 5117053427 2257345.6919.18116123 6492 5394956520 2571346.4423.18116862 6658 5743060441 3010347.3827.18116453 6128 6065464088 3434348.2431.18115803 5465 6302866782 37543

10、48.8835.18115127 4829 6452968493 3964349.2839.18114532 4272 6528669358 4072349.4943.18114013 3785 6546069558 4098349.5347.18113556 69245 校設(shè)計洪水 45 米堰寬時間t流量q平均流量v1/t-q1/2v2/t+q2/2下泄流量水位水位 15.36572001 2288 48652200134519.36572574 2991 4891350940 2027345.0723.36573409 3702 4978951904 2116345.3127.365739

11、95 3880 5122853491 2264345.731.36573766 3582 5268655108 2422346.0935.36573398 3203 5372456268 2544346.3839.36573008 2833 5431256927 2615346.5443.36572659 2506 5450657145 2639346.5947.36572354 57012 最終得出以下幾組方案：方案孔寬孔數(shù)最大泄量最高水位一設(shè)計1432600346.72校核1434010349.88二設(shè)計852440346.9校核853880350.xx三 設(shè)計952650346.6校核9

12、54120349.54最終選定方案一 。2經(jīng)濟剖面選擇經(jīng)濟剖面選擇的電算結(jié)果 351.600 320.000 .300 .700 2.400 1.350 10.000 .000 3 2 0 1 1 345.000 320.000 310.080 2.720 .000 .000 2 345.000 320.000 310.080 2.720 .000 .000 5 349.880 320.000 316.750 1.140 .000 96.000 302.000 342.740 5.000 .000 .000 .700 1.100 60.000 1 6 1 2 320.000 3.000 1.6

13、00 2.400 305.000 3.000 2.000 3.000 302.000 8.975 .200 .250 .000 .000 .000 .000 .000 NPROF= 1 ZU= 320.00 ZX= 343.63 N= .00 M= .800 VOL= 932.18 ICASE= 1 ZSEC= 302.00 SY= 54.44 S2U= 54.44 S1D= 99.34 KSH= 4.2293 KSL= 1.3995 ICASE= 2 ZSEC= 302.00 SY= 25.23 S2U= 23.09 S1D= 98.18 KSH= 3.6139 KSL= 1.0078 IC

14、ASE= 5 ZSEC= 302.00 SY= 1.58 S2U= .97 S1D= 121.73 KSH= 3.0905 KSL= .8063 NPROF= 2 ZU= 320.00 ZX= 343.63 N= .05 M= .800 VOL= 940.28 ICASE= 1 ZSEC= 302.00 SY= 55.44 S2U= 55.41 S1D= 98.37 KSH= 4.3363 KSL= 1.4372 ICASE= 2 ZSEC= 302.00 SY= 26.47 S2U= 23.99 S1D= 97.12 KSH= 3.7099 KSL= 1.0386 ICASE= 5 ZSEC

15、= 302.00 SY= 3.99 S2U= 3.60 S1D= 118.97 KSH= 3.1755 KSL= .8332 NPROF= 3 ZU= 320.00 ZX= 343.63 N= .10 M= .800 VOL= 948.38ICASE= 1 ZSEC= 302.00 SY= 56.35 S2U= 56.24 S1D= 97.48 KSH= 4.4432 KSL= 1.4749 ICASE= 2 ZSEC= 302.00 SY= 27.62 S2U= 24.67 S1D= 96.15 KSH= 3.8060 KSL= 1.0694 ICASE= 5 ZSEC= 302.00 SY

16、= 6.24 S2U= 5.98 S1D= 116.42 KSH= 3.2606 KSL= .8600 NPROF= 4 ZU= 320.00 ZX= 343.63 N= .15 M= .800 VOL= 956.48 ICASE= 1 ZSEC= 302.00 SY= 57.20 S2U= 56.98 S1D= 96.69 KSH= 4.5501 KSL= 1.5126 ICASE= 2 ZSEC= 302.00 SY= 28.69 S2U= 25.15 S1D= 95.27 KSH= 3.9020 KSL= 1.1001ICASE= 5 ZSEC= 302.00 SY= 8.33 S2U=

17、 8.16 S1D= 114.08 KSH= 3.3456 KSL= .8869 NPROF= 5 ZU= 320.00 ZX= 343.63 N= .20 M= .800 VOL= 964.58 ICASE= 1 ZSEC= 302.00 SY= 57.99 S2U= 57.62 S1D= 95.97 KSH= 4.6571 KSL= 1.5503 ICASE= 2 ZSEC= 302.00 SY= 29.69 S2U= 25.44 S1D= 94.46 KSH= 3.9981 KSL= 1.1309ICASE= 5 ZSEC= 302.00 SY= 10.29 S2U= 10.17 S1D

18、= 111.92 KSH= 3.4307 KSL= .9138 NPROF= 6 ZU= 320.00 ZX= 343.63 N= .25 M= .800 VOL= 972.68 ICASE= 1 ZSEC= 302.00 SY= 58.72 S2U= 58.18 S1D= 95.32 KSH= 4.7640 KSL= 1.5880 ICASE= 2 ZSEC= 302.00 SY= 30.63 S2U= 25.58 S1D= 93.72 KSH= 4.0942 KSL= 1.1617 ICASE= 5 ZSEC= 302.00 SY= 12.11 S2U= 12.02 S1D= 109.92

19、 KSH= 3.5157 KSL= .9406 NPROF= 7 ZU= 320.00 ZX= 343.63 N= .30 M= .800 VOL= 980.78 ICASE= 1 ZSEC= 302.00 SY= 59.40 S2U= 58.69 S1D= 94.73 KSH= 4.8710 KSL= 1.6257 ICASE= 2 ZSEC= 302.00 SY= 31.51 S2U= 25.61 S1D= 93.05 KSH= 4.1902 KSL= 1.1925 ICASE= 5 ZSEC= 302.00 SY= 13.83 S2U= 13.74 S1D= 108.07 KSH= 3.

20、6008 KSL= .9675 NPROF= 8 ZU= 320.00 ZX= 343.43 N= .00 M= .775 VOL= 904.03 ICASE= 1 ZSEC= 302.00 SY= 50.54 S2U= 50.54 S1D= 103.60 KSH= 4.0994 KSL= 1.3572 ICASE= 2 ZSEC= 302.00 SY= 20.99 S2U= 19.51 S1D= 102.39 KSH= 3.4984 KSL= .9747ICASE= 5 ZSEC= 302.00 SY= -3.69 S2U= -4.19 S1D= 127.05 KSH= 2.9919 KSL

21、= .7798 NPROF= 9 ZU= 320.00 ZX= 343.43 N= .05 M= .775 VOL= 912.13ICASE= 1 ZSEC= 302.00 SY= 51.74 S2U= 51.71 S1D= 102.33 KSH= 4.2064 KSL= 1.3949 ICASE= 2 ZSEC= 302.00 SY= 22.45 S2U= 20.86 S1D= 101.03 KSH= 3.5945 KSL= 1.0055 ICASE= 5 ZSEC= 302.00 SY= -.97 S2U= -1.25 S1D= 123.90 KSH= 3.0770 KSL= .8067

22、NPROF=10 ZU= 320.00 ZX= 343.43 N= .10 M= .775 VOL= 920.23 ICASE= 1 ZSEC= 302.00 SY= 52.85 S2U= 52.71 S1D= 101.17 KSH= 4.3133 KSL= 1.4326 ICASE= 2 ZSEC= 302.00 SY= 23.81 S2U= 22.01 S1D= 99.79 KSH= 3.6906 KSL= 1.0363 ICASE= 5 ZSEC= 302.00 SY= 1.56 S2U= 1.42 S1D= 121.00 KSH= 3.1620 KSL= .8336 NPROF=11

23、ZU= 320.00 ZX= 343.43 N= .15 M= .775 VOL= 928.33 ICASE= 1 ZSEC= 302.00 SY= 53.88 S2U= 53.58 S1D= 100.12 KSH= 4.4202 KSL= 1.4703 ICASE= 2 ZSEC= 302.00 SY= 25.07 S2U= 22.95 S1D= 98.65 KSH= 3.7866 KSL= 1.0671 ICASE= 5 ZSEC= 302.00 SY= 3.91 S2U= 3.85 S1D= 118.34 KSH= 3.2471 KSL= .8604 NPROF=12 ZU= 320.0

24、0 ZX= 343.43 N= .20 M= .775 VOL= 936.43 ICASE= 1 ZSEC= 302.00 SY= 54.83 S2U= 54.33 S1D= 99.16 KSH= 4.5272 KSL= 1.5080 ICASE= 2 ZSEC= 302.00 SY= 26.25 S2U= 23.69 S1D= 97.61 KSH= 3.8827 KSL= 1.0978 ICASE= 5 ZSEC= 302.00 SY= 6.10 S2U= 6.08 S1D= 115.88 KSH= 3.3321 KSL= .8873 NPROF=13 ZU= 320.00 ZX= 343.

25、43 N= .25 M= .775 VOL= 944.53 ICASE= 1 ZSEC= 302.00 SY= 55.72 S2U= 54.99 S1D= 98.29 KSH= 4.6341 KSL= 1.5457ICASE= 2 ZSEC= 302.00 SY= 27.35 S2U= 24.23 S1D= 96.66 KSH= 3.9787 KSL= 1.1286 ICASE= 5 ZSEC= 302.00 SY= 8.15 S2U= 8.14 S1D= 113.60 KSH= 3.4172 KSL= .9141 NPROF=14 ZU= 320.00 ZX= 343.43 N= .30 M

26、= .775 VOL= 952.63 ICASE= 1 ZSEC= 302.00 SY= 56.54 S2U= 55.57 S1D= 97.50 KSH= 4.7411 KSL= 1.5834 ICASE= 2 ZSEC= 302.00 SY= 28.38 S2U= 24.59 S1D= 95.78 KSH= 4.0748 KSL= 1.1594 ICASE= 5 ZSEC= 302.00 SY= 10.06 S2U= 10.06 S1D= 111.50 KSH= 3.5022 KSL= .9410 NPROF=15 ZU= 320.00 ZX= 343.22 N= .00 M= .750 V

27、OL= 875.90 ICASE= 1 ZSEC= 302.00 SY= 46.24 S2U= 46.24 S1D= 108.26 KSH= 3.9696 KSL= 1.3149 ICASE= 2 ZSEC= 302.00 SY= 16.34 S2U= 15.26 S1D= 107.00 KSH= 3.3831 KSL= .9417ICASE= 5 ZSEC= 302.00 SY= -9.49 S2U= -9.90 S1D= 132.88 KSH= 2.8934 KSL= .7534 NPROF=16 ZU= 320.00 ZX= 343.22 N= .05 M= .750 VOL= 884.

28、00 ICASE= 1 ZSEC= 302.00 SY= 47.69 S2U= 47.64 S1D= 106.66 KSH= 4.0765 KSL= 1.3526 ICASE= 2 ZSEC= 302.00 SY= 18.05 S2U= 17.01 S1D= 105.31 KSH= 3.4792 KSL= .9725 ICASE= 5 ZSEC= 302.00 SY= -6.42 S2U= -6.60 S1D= 129.30 KSH= 2.9784 KSL= .7803 NPROF=17 ZU= 320.00 ZX= 343.22 N= .10 M= .750 VOL= 892.10 ICAS

29、E= 1 ZSEC= 302.00 SY= 49.02 S2U= 48.84 S1D= 105.19 KSH= 4.1835 KSL= 1.3903ICASE= 2 ZSEC= 302.00 SY= 19.64 S2U= 18.57 S1D= 103.76 KSH= 3.5752 KSL= 1.0033 ICASE= 5 ZSEC= 302.00 SY= -3.57 S2U= -3.62 S1D= 126.01 KSH= 3.0635 KSL= .8071 NPROF=18 ZU= 320.00 ZX= 343.22 N= .15 M= .750 VOL= 900.20 ICASE= 1 ZS

30、EC= 302.00 SY= 50.25 S2U= 49.87 S1D= 103.86 KSH= 4.2904 KSL= 1.4280 ICASE= 2 ZSEC= 302.00 SY= 21.12 S2U= 19.94 S1D= 102.34 KSH= 3.6713 KSL= 1.0340 ICASE= 5 ZSEC= 302.00 SY= -.92 S2U= -.93 S1D= 122.98 KSH= 3.1485 KSL= .8340 NPROF=19 ZU= 320.00 ZX= 343.22 N= .20 M= .750 VOL= 908.30 ICASE= 1 ZSEC= 302.

31、00 SY= 51.39 S2U= 50.75 S1D= 102.64 KSH= 4.3974 KSL= 1.4657 ICASE= 2 ZSEC= 302.00 SY= 22.50 S2U= 21.12 S1D= 101.04 KSH= 3.7673 KSL= 1.0648 ICASE= 5 ZSEC= 302.00 SY= 1.54 S2U= 1.54 S1D= 120.19 KSH= 3.2336 KSL= .8609 NPROF=20 ZU= 320.00 ZX= 343.22 N= .25 M= .750 VOL= 916.40 ICASE= 1 ZSEC= 302.00 SY= 5

32、2.45 S2U= 51.52 S1D= 101.53 KSH= 4.5043 KSL= 1.5034 ICASE= 2 ZSEC= 302.00 SY= 23.79 S2U= 22.11 S1D= 99.85 KSH= 3.8634 KSL= 1.0956 ICASE= 5 ZSEC= 302.00 SY= 3.84 S2U= 3.81 S1D= 117.61 KSH= 3.3186 KSL= .8877 NPROF=21 ZU= 320.00 ZX= 343.22 N= .30 M= .750 VOL= 924.50ICASE= 1 ZSEC= 302.00 SY= 53.43 S2U=

33、52.18 S1D= 100.52 KSH= 4.6113 KSL= 1.5411 ICASE= 2 ZSEC= 302.00 SY= 24.99 S2U= 22.90 S1D= 98.75 KSH= 3.9595 KSL= 1.1264 ICASE= 5 ZSEC= 302.00 SY= 5.98 S2U= 5.92 S1D= 115.23 KSH= 3.4037 KSL= .9146 NPROF=22 ZU= 320.00 ZX= 342.99 N= .00 M= .725 VOL= 847.82 ICASE= 1 ZSEC= 302.00 SY= 41.48 S2U= 41.48 S1D

34、= 113.39 KSH= 3.8399 KSL= 1.2728 ICASE= 2 ZSEC= 302.00 SY= 11.21 S2U= 10.40 S1D= 112.08 KSH= 3.2678 KSL= .9087 ICASE= 5 ZSEC= 302.00 SY= -15.88 S2U= -16.23 S1D= 139.29 KSH= 2.7949 KSL= .7270 NPROF=23 ZU= 320.00 ZX= 342.99 N= .05 M= .725 VOL= 855.92 ICASE= 1 ZSEC= 302.00 SY= 43.21 S2U= 43.15 S1D= 111

35、.41 KSH= 3.9468 KSL= 1.3105 ICASE= 2 ZSEC= 302.00 SY= 13.22 S2U= 12.54 S1D= 110.01 KSH= 3.3639 KSL= .9395 ICASE= 5 ZSEC= 302.00 SY= -12.40 S2U= -12.52 S1D= 135.23 KSH= 2.8800 KSL= .7539 NPROF=24 ZU= 320.00 ZX= 342.99 N= .10 M= .725 VOL= 864.02ICASE= 1 ZSEC= 302.00 SY= 44.80 S2U= 44.58 S1D= 109.60 KS

36、H= 4.0538 KSL= 1.3482ICASE= 2 ZSEC= 302.00 SY= 15.08 S2U= 14.46 S1D= 108.12 KSH= 3.4600 KSL= .9703ICASE= 5 ZSEC= 302.00 SY= -9.19 S2U= -9.20 S1D= 131.49 KSH= 2.9650 KSL= .7807 NPROF=25 ZU= 320.00 ZX= 342.99 N= .15 M= .725 VOL= 872.12 ICASE= 1 ZSEC= 302.00 SY= 46.27 S2U= 45.79 S1D= 107.95 KSH= 4.1607

37、 KSL= 1.3859ICASE= 2 ZSEC= 302.00 SY= 16.81 S2U= 16.20 S1D= 106.39 KSH= 3.5560 KSL= 1.0011 ICASE= 5 ZSEC= 302.00 SY= -6.20 S2U= -6.21 S1D= 128.06 KSH= 3.0501 KSL= .8076 NPROF=26 ZU= 320.00 ZX= 342.99 N= .20 M= .725 VOL= 880.22 ICASE= 1 ZSEC= 302.00 SY= 47.62 S2U= 46.84 S1D= 106.45 KSH= 4.2677 KSL= 1

38、.4236 ICASE= 2 ZSEC= 302.00 SY= 18.41 S2U= 17.77 S1D= 104.80 KSH= 3.6521 KSL= 1.0318 ICASE= 5 ZSEC= 302.00 SY= -3.43 S2U= -3.49 S1D= 124.90 KSH= 3.1351 KSL= .8345 NPROF=27 ZU= 320.00 ZX= 342.99 N= .25 M= .725 VOL= 888.32ICASE= 1 ZSEC= 302.00 SY= 48.88 S2U= 47.73 S1D= 105.07 KSH= 4.3746 KSL= 1.4613 I

39、CASE= 2 ZSEC= 302.00 SY= 19.91 S2U= 19.16 S1D= 103.34 KSH= 3.7481 KSL= 1.0626 ICASE= 5 ZSEC= 302.00 SY= -.86 S2U= -1.00 S1D= 121.99 KSH= 3.2202 KSL= .8613 NPROF=28 ZU= 320.00 ZX= 342.99 N= .30 M= .725 VOL= 896.42 ICASE= 1 ZSEC= 302.00 SY= 50.04 S2U= 48.49 S1D= 103.81 KSH= 4.4815 KSL= 1.4990 ICASE= 2

40、 ZSEC= 302.00 SY= 21.31 S2U= 20.37 S1D= 102.00 KSH= 3.8442 KSL= 1.0934 ICASE= 5 ZSEC= 302.00 SY= 1.54 S2U= 1.30 S1D= 119.29 KSH= 3.3052 KSL= .8882 NPROF=29 ZU= 320.00 ZX= 342.74 N= .00 M= .700 VOL= 819.78 ICASE= 1 ZSEC= 302.00 SY= 36.21 S2U= 36.21 S1D= 119.05 KSH= 3.7102 KSL= 1.2306 ICASE= 2 ZSEC= 3

41、02.00 SY= 5.54 S2U= 4.91 S1D= 117.69 KSH= 3.1527 KSL= .8758 ICASE= 5 ZSEC= 302.00 SY= -22.95 S2U= -23.24 S1D= 146.38 KSH= 2.6966 KSL= .7007 NPROF=30 ZU= 320.00 ZX= 342.74 N= .05 M= .700 VOL= 827.88 ICASE= 1 ZSEC= 302.00 SY= 38.26 S2U= 38.19 S1D= 116.64 KSH= 3.8172 KSL= 1.2683ICASE= 2 ZSEC= 302.00 SY

42、= 7.89 S2U= 7.44 S1D= 115.20 KSH= 3.2487 KSL= .9066 ICASE= 5 ZSEC= 302.00 SY= -19.01 S2U= -19.08 S1D= 141.76 KSH= 2.7816 KSL= .7276NPROF=31 ZU= 320.00 ZX= 342.74 N= .10 M= .700 VOL= 835.98ICASE= 1 ZSEC= 302.00 SY= 40.15 S2U= 39.88 S1D= 114.45 KSH= 3.9241 KSL= 1.3060 ICASE= 2 ZSEC= 302.00 SY= 10.06 S

43、2U= 9.73 S1D= 112.92 KSH= 3.3448 KSL= .9374 ICASE= 5 ZSEC= 302.00 SY= -15.37 S2U= -15.37 S1D= 137.52 KSH= 2.8667 KSL= .7544 NPROF=32 ZU= 320.00 ZX= 342.74 N= .15 M= .700 VOL= 844.08ICASE= 1 ZSEC= 302.00 SY= 41.89 S2U= 41.31 S1D= 112.44 KSH= 4.0311 KSL= 1.3437 ICASE= 2 ZSEC= 302.00 SY= 12.08 S2U= 11.

44、81 S1D= 110.84 KSH= 3.4409 KSL= .9682 ICASE= 5 ZSEC= 302.00 SY= -12.00 S2U= -12.05 S1D= 133.64 KSH= 2.9517 KSL= .7813 NPROF=33 ZU= 320.00 ZX= 342.74 N= .20 M= .700 VOL= 852.18 ICASE= 1 ZSEC= 302.00 SY= 43.49 S2U= 42.54 S1D= 110.61 KSH= 4.1380 KSL= 1.3814 ICASE= 2 ZSEC= 302.00 SY= 13.95 S2U= 13.70 S1

45、D= 108.93 KSH= 3.5369 KSL= .9989 ICASE= 5 ZSEC= 302.00 SY= -8.88 S2U= -9.05 S1D= 130.07 KSH= 3.0368 KSL= .8081 NPROF=34 ZU= 320.00 ZX= 342.74 N= .25 M= .700 VOL= 860.28 ICASE= 1 ZSEC= 302.00 SY= 44.97 S2U= 43.58 S1D= 108.94 KSH= 4.2450 KSL= 1.4191 ICASE= 2 ZSEC= 302.00 SY= 15.68 S2U= 15.43 S1D= 107.

46、17 KSH= 3.6330 KSL= 1.0297 ICASE= 5 ZSEC= 302.00 SY= -5.99 S2U= -6.32 S1D= 126.78 KSH= 3.1218 KSL= .8350 NPROF=35 ZU= 320.00 ZX= 342.74 N= .30 M= .700 VOL= 868.38ICASE= 1 ZSEC= 302.00 SY= 46.34 S2U= 44.46 S1D= 107.40 KSH= 4.3519 KSL= 1.4568 ICASE= 2 ZSEC= 302.00 SY= 17.30 S2U= 17.01 S1D= 105.55 KSH=

47、 3.7291 KSL= 1.0605 ICASE= 5 ZSEC= 302.00 SY= -3.29 S2U= -3.81 S1D= 123.74 KSH= 3.2069 KSL= .86193.經(jīng)濟剖面穩(wěn)定及邊緣應力手算：計算圖形如下，對于上游和下游的微元體，求得剪應力4非溢流壩段的穩(wěn)定及應力計算電算 351.600 320.000 .300 .725 2.400 1.350 10.000 .000 3 2 0 0 1 345.000 320.000 310.080 2.720 .000 .000 2 345.000 320.000 310.080 2.720 .000 .000 5 34

48、9.880 320.000 316.750 1.140 .000 96.000 302.000 342.990 5.000 .000 .000 .700 1.100 60.000 1 6 1 2 320.000 3.000 1.600 2.400 305.000 3.000 2.000 3.000 302.000 8.975 .200 .250 .000 .000 .000 .000 .000 NON WATER SPILLWAY BLOCK NO.= 6 NORMAL UPSTREAM WATER LEVEL WITHOUT CONSIDERING UPLIFT SECTION ELEVAT

49、ION 302.00 BOUNDARY CONDITION: SIGMA YU= 5.00513E+01 TAU U= 5.17461E+00 SIGMA XU= 6.57476E+01 EQUILIBRIUM CONDITION: SUM P=-1.13211E+03 SUM TAU= 1.13211E+03 POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE 0.00000E+00 4.10578E+01 7.08202E+01 4.54866E+01 1.03798E+02 8.07999E+00 5.40579E+01 4.71774E+00

50、4.32417E+01 6.83778E+01 4.25449E+01 1.00172E+02 1.14474E+01 5.32288E+01 1.47177E+01 4.82273E+01 6.32008E+01 3.47241E+01 9.12361E+01 2.01920E+01 5.10836E+01 2.47177E+01 5.40644E+01 5.80238E+01 2.47492E+01 8.08724E+01 3.12159E+01 4.72867E+01 3.11427E+01 5.84713E+01 5.46976E+01 1.72036E+01 7.38912E+01

51、3.92777E+01 4.18705E+01 3.47177E+01 6.11988E+01 5.28469E+01 1.26200E+01 7.03158E+01 4.37298E+01 3.58453E+01 4.01177E+01 6.57476E+01 5.00513E+01 5.17461E+00 6.73000E+01 4.84989E+01 1.66992E+01 SHEARING SAFETY FACOR = 4.4819 SLIDING SAFETY FACTOR= 1.4991 CONCRETE VOLUME PER METER LENGTH OF NON WATER S

52、PILLWAY BLOCK = 8.965289E+02 NORMAL UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT SECTION ELEVATION 302.00 BOUNDARY CONDITION: SIGMA YU= 2.13177E+01 TAU U= 8.94689E-01 SIGMA XU= 2.40316E+01 EQUILIBRIUM CONDITION: SUM P=-1.13211E+03 SUM TAU= 1.13211E+03 POINT SIGMA X SIGMA Y TAU XY PRIN1 PRIN2 ANGLE 0

53、.00000E+00 3.51389E+01 6.68516E+01 4.84674E+01 1.01991E+02 0.00000E+00 5.40579E+01 4.71774E+00 3.56109E+01 6.14970E+01 4.47274E+01 9.51164E+01 1.99144E+00 5.30696E+01 1.47177E+01 3.68651E+01 5.01469E+01 3.53337E+01 7.94584E+01 7.55359E+00 5.03222E+01 2.47177E+01 3.92230E+01 3.87968E+01 2.39478E+01 6

54、.29587E+01 1.50611E+01 4.47451E+01 3.11427E+01 4.17484E+01 3.15044E+01 1.55811E+01 5.30278E+01 2.02250E+01 3.59014E+01 3.47177E+01 3.42860E+01 2.74467E+01 1.14470E+01 4.28132E+01 1.89195E+01 3.66836E+01 4.01177E+01 2.40316E+01 2.13177E+01 8.94688E-01 2.43000E+01 2.10493E+01 1.66992E+01 SHEARING SAFE

55、TY FACOR = 3.8446 SLIDING SAFETY FACTOR= 1.0935 CATASTROPHE FLOOD UPSTREAM WATER LEVEL WITH CONSIDERING UPLIFT SECTION ELEVATION 302.00 BOUNDARY CONDITION: SIGMA YU= 1.55700E+00 TAU U= 6.82290E+00 SIGMA XU= 2.22531E+01 EQUILIBRIUM CONDITION: SUM P=-1.26048E+03 SUM TAU= 1.26048E+03 POINT SIGMA X SIGM

56、A Y TAU XY PRIN1 PRIN2 ANGLE 0.00000E+00 4.10965E+01 7.81859E+01 5.66848E+01 1.19282E+02 3.81470E-06 5.40579E+01 4.71774E+00 3.95494E+01 6.91745E+01 5.02820E+01 1.06780E+02 1.94351E+00 5.32072E+01 1.47177E+01 3.79975E+01 5.00735E+01 3.73449E+01 8.18654E+01 6.20559E+00 4.95921E+01 2.47177E+01 3.87336

57、E+01 3.09725E+01 2.52703E+01 6.04196E+01 9.28653E+00 4.06349E+01 3.11427E+01 4.03802E+01 1.87001E+01 1.79674E+01 5.05243E+01 8.55603E+00 2.94484E+01 3.47177E+01 3.28436E+01 1.18715E+01 1.48905E+01 4.05697E+01 4.14539E+00 2.74232E+01 4.01177E+01 2.22531E+01 1.55699E+00 6.82290E+00 2.43000E+01 -4.8988

58、0E-01 1.66992E+01 SHEARING SAFETY FACOR = 3.3055 SLIDING SAFETY FACTOR= .88835重力壩溢流壩段剖面尺寸初擬堰面曲線：我國現(xiàn)行規(guī)范推薦采用冪曲線，即WES曲線，若用3圓弧作為堰頂上游曲線，即有R1=0.5Hd=0.5*13=6.5 c1=0.175*13=2.275 a1=0.0316*13=0.4108R2=0.2Hd=0.2*13=0.26 c2=0.276*13=3.588 a2=0.1153*13=1.4989R3=0.04Hd=0.04*13=0.052 c3=0.2815*13=3.6595 a3=0.126

59、*13=1.638下游曲線其曲線方程為式中：Hd為定型設(shè)計水頭，取堰頂最大水頭的75%95%；k,n為與上游堰面坡度有關(guān)的系數(shù)。本工程溢流壩上游面上部為垂直面，故取k=2.0,n=1.85, Hd=120.85=10.2。代入數(shù)據(jù)得y=0.06945x1.85。中部直線部分： 中部直線部分直線段斜率與非溢流壩一樣都為0.725，且與堰面曲線和反弧段都相切。 (3) 反弧段 ：根據(jù)公式由試算法計算校核洪水泄流時反弧最低點處的水深hc 為4.20m，又根據(jù)水位流量關(guān)系曲線得校核洪水泄流時下游水位為316.75米所以反弧段半徑R=（4-10）hc。挑坎最低高程等于或略低于最高的下游水位，可取為316

60、.5米。由于R、太大或太小都不利，經(jīng)分析，取R=19m，=250。6溢流壩段穩(wěn)定及應力計算351.600 320.000 .300 .725 2.400 1.350 10.000 .000 3 2 0 0 1 345.000 320.000 310.080 2.720 .000 .000 2 345.000 320.000 310.080 2.720 .000 .000 5 349.880 320.000 316.750 1.140 .000 96.000 302.000 342.990 5.000 .000 .000 .700 1.100 60.000 1 6 1 2 320.000 3.0