Курсовая работа: Споруди і обладнання водопостачання

Четверте наближення
^q, л/с	1000i, м / км	h = 1000і× l, м	h /q
320.781	6.973	+22.313	0.069
41.6202	4.626	+3.238	0.078
343.86	3.012	-24.036	0.069
		Dh =0.5	S h /q =0.216
		Dqк =1.16
41.6202	4.626	-3.283	0.078
217.86448	5.63	+7.6	0.035
9.5108	9.391	+7.794	0.8195
273.4962	5.069	-7.349	0.027
		Dh =1.2	S h /q =0.9595
		Dqк =0.6253
273.4962	5.069	+7.349	0.027
74.9757	5.457	+6.548	0.087
84.984	18.253	-10.952	0.129
		Dh =0.98	S h /q =0.243
		Dqк =2.02
74.8757	5.457	-6.548	0.087
139.3313	8.472	+7.202	0.052
62.3313	9.819	+6.775	0.11
98.2097	9.147	-5.488	0.056
		Dh =0.48	S h /q =0.305
		Dqк =0.78

П’яте наближення
^q, л/с	1000i, м / км	h = 1000і× l, м	h /q
319.621	6.922	+22.152	0.069
41.0855	4.517	+3.162	0.076
345.02	8.066	-24.199	0.07
		Dh =0.37	S h /q =0.215
		Dqк =0.86
41.0855	4.517	-3.162	0.076
217.2395	5.597	+7.557	0.034
8.8855	8.288	+6.879	0.7
272.1285	5.018	-7.276	0.026
		Dh =0.99	S h /q =0.836
		Dqк =0.6
272.1285	5.018	+7.276	0.026
73.7357	5.29	+6.348	0.086
87.064	19.158	-11.495	0.13
		Dh =0.7	S h /q =0.242
		Dqк =1.45
73.7357	5.29	-6.348	0.086
138.5513	8.378	+7.121	0.062
61.5513	9.575	+6.607	0.2
98.9897	9.292	-5.575	0.06
		Dh =0.45	S h /q =0.408
		Dqк =0.55

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