水闸和渠道设计

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水闸水利计算（方案一）
底高程（m)	上游水位(m)	下游水位(m)	收缩系数ε	流速系数φ	闸门宽度B(m)	闸前水深H(m)	上下游落差Z(m)	水闸流量Q(m³/s)	流速ν(m/s)	时段末引水量(m³)	累积引水量(m3)
0	0.32	0.3	0.97	0.9	20	0.32	0.02	3.28117953	0.5637766
0	1.27	1.12	0.97	0.9	20	1.27	0.15	33.5472861	1.5439657	66291.23822	66291.23822
0	2.02	1.78	0.97	0.9	20	2.02	0.24	67.4402799	1.9529793	181777.6189	248068.8571
0	2.43	2.12	0.97	0.9	20	2.43	0.31	91.2873182	2.2195905	285709.6766	533778.5337
0	2.35	2.05	0.97	0.9	20	2.35	0.3	86.8376834	2.1834972	320625.0029	854403.5366
0	1.75	1.55	0.97	0.9	20	1.75	0.2	53.6093371	1.782818	252804.6369	1107208.174
0	0.74	0.7	0.97	0.9	20	0.74	0.04	10.82734	0.7973004	115986.0188	1223194.192
0	0	0	0.97	0.9	20	0	0	0	0	19489.21208	1242683.404
0	0	0	0.97	0.9	20	0	0	0	0	0	1242683.404
0	0	0	0.97	0.9	20	0	0	0	0	0	1242683.404
0	0	0	0.97	0.9	20	0	0	0	0	0	1242683.404
0	0.03	0	0.97	0.9	20	0.03	0.03	0.15605902	0.4142895	280.9062368	1242964.311
0	0.68	0.61	0.97	0.9	20	0.68	0.07	12.4816671	1.0547293	22747.90705	1265712.218
0	1.31	1.18	0.97	0.9	20	1.31	0.13	32.9039036	1.4373538	81694.02732	1347406.245
0	1.82	1.61	0.97	0.9	20	1.82	0.21	57.0596711	1.8268448	161934.4346	1509340.68
0	2	1.76	0.97	0.9	20	2	0.24	66.6825239	1.9529793	222735.9511	1732076.631
0	1.79	1.58	0.97	0.9	20	1.79	0.21	55.9964475	1.8268448	220822.1485	1952898.779
0	1.19	1.06	0.97	0.9	20	1.19	0.13	29.5577439	1.4373538	153997.5445	2106896.324	210.68963
0	0.31	0	0.97	0.9	20	0.31	0.31	5.18381549	1.3317543	62534.80695	2169431.131	216.94311

渠道水利计算
底宽b	h	边坡m	A	湿周P	水力半径R	糙率n	谢才系数C	比降i	Q	流速V	不冲流速Vcs	不淤Vcd	5000	冲刷	淤积
85	0.1	4	8.54	85.824621	0.099505246	0.0225	30.25462757	0.0002	1.152624	0.1349677	0.537581898	0.5	FALSE	0	1
85	0.2	4	17.16	86.649242	0.198039816	0.0225	33.93200854	0.0002	3.6645285	0.2135506	0.603500564	0.5	FALSE	0	1
85	0.3	4	25.86	87.473863	0.295631163	0.0225	36.27514725	0.0002	7.2131973	0.2789326	0.645786037	0.5	FALSE	0	1
85	0.4	4	34.64	88.298485	0.392305714	0.0225	38.02666635	0.0002	11.66792	0.3368337	0.677602836	0.5	FALSE	0	1
85	0.5	4	43.5	89.123106	0.488088916	0.0225	39.4367066	0.0002	16.949401	0.3896414	0.703382091	0.5	FALSE	0	1
85	0.6	4	52.44	89.947727	0.583005284	0.0225	40.62214921	0.0002	23.002594	0.438646	0.725192914	0.5	FALSE	0	1
85	0.7	4	61.46	90.772348	0.677078443	0.0225	41.64766394	0.0002	29.786378	0.4846466	0.744179391	0.5	FALSE	0	1
85	0.8	4	70.56	91.596969	0.770331167	0.0225	42.55302058	0.0002	37.268567	0.5281826	0.761044654	0.5	TRUE	0	0
85	0.9	4	79.74	92.42159	0.862785415	0.0225	43.36452707	0.0002	45.423149	0.5696407	0.77625354	0.5	TRUE	0	0
85	1	4	89	93.246211	0.954462372	0.0225	44.10054439	0.0002	54.228596	0.6093101	0.79013028	0.5	TRUE	0	0
85	1.1	4	98.34	94.070832	1.04538248	0.0225	44.77442508	0.0002	63.666772	0.6474148	0.802910528	0.5	TRUE	0	0
85	1.2	4	107.76	94.895454	1.135565467	0.0225	45.39620112	0.0002	73.722182	0.6841331	0.814771234	0.5	TRUE	0	0
85	1.3	4	117.26	95.720075	1.225030386	0.0225	45.97361192	0.0002	84.381442	0.7196098	0.825848842	0.5	TRUE	0	0
85	1.4	4	126.84	96.544696	1.313795636	0.0225	46.51276076	0.0002	95.632885	0.7539647	0.836250894	0.5	TRUE	0	0
85	1.5	4	136.5	97.369317	1.401878994	0.0225	47.01855052	0.0002	107.46626	0.7872986	0.846063744	0.5	TRUE	0	0
85	1.6	4	146.24	98.193938	1.489297639	0.0225	47.49498251	0.0002	119.87253	0.8196973	0.85535783	0.5	TRUE	0	0
85	1.7	4	156.06	99.018559	1.576068177	0.0225	47.94536714	0.0002	132.84363	0.8512344	0.864191409	0.5	TRUE	0	0
85	1.8	4	165.96	99.84318	1.662206668	0.0225	48.37247609	0.0002	146.37242	0.8819741	0.872613233	0.5	FALSE	-1	0
85	1.9	4	175.94	100.6678	1.747728644	0.0225	48.77865442	0.0002	160.45247	0.9119727	0.88066454	0.5	FALSE	-1	0
85	2	4	186	101.49242	1.832649132	0.0225	49.16590483	0.0002	175.07803	0.9412797	0.888380534	0.5	FALSE	-1	0
85	2.1	4	196.14	102.31704	1.916982675	0.0225	49.53595193	0.0002	190.24392	0.9699394	0.895791521	0.5	FALSE	-1	0
85	2.2	4	206.36	103.14166	2.000743351	0.0225	49.89029198	0.0002	205.94547	0.9979913	0.902923788	0.5	FALSE	-1	0
85	2.3	4	216.66	103.96629	2.083944792	0.0225	50.23023193	0.0002	222.1785	1.0254708	0.909800292	0.5	FALSE	-1
85	2.4	4	227.04	104.79091	2.166600199	0.0225	50.5569204	0.0002	238.93918	1.0524101	0.916441204	0.5	FALSE	-1
85	2.5	4	237.5	105.61553	2.248722363	0.0225	50.87137251	0.0002	256.22411	1.0788383	0.922864347	0.5	FALSE	-1
85	2.6	4	248.04	106.44015	2.330323677	0.0225	51.17449	0.0002	274.03016	1.1047821	0.929085552	0.5	FALSE	-1
85	2.7	4	258.66	107.26477	2.411416154	0.0225	51.46707768	0.0002	292.35455	1.1302658	0.935118946	0.5	FALSE	-1

	240000.00		292500
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水闸设计2001 渠道

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