Contents preface (VII) introduction 1—37

Table 9.1 Hydraulic jump elements in rectangular channels (5)

				Z								X									Y							E1										E2			Y	=	^h2									∆E
																									hc									hc				X	h1										E1
0.01		0.839		1.180		1.549		1.539						1.406			0.006
0.10		0.681		1.407		1.760		1.660						2.067			0.057
0.50		0.516		1.728		2.396		1.896						3.351			0.209
1.00		0.436		1.936		3.069		2.069						2.442			0.326
1.50		0.389		2.082		3.700		2.200						4.356			0.406

(Contd.)...

324																																IRRIGATION AND WATER RESOURCES ENGINEERING
2.00		0.356		2.199		4.303		2.303		6.179		0.465
2.50		0.331		2.298		4.893		2.393		6.940		0.511
3.00		0.311		2.384		5.472		2.472		7.659		0.548
4.00		0.281		2.531		6.609		2.609		9.002		0.605
4.50		0.269		2.594		7.169		2.669		9.638		0.628
5.00		0.259		2.654		6.725		2.725		10.254		0.647
6.00		0.241		2.761		8.826		2.826		11.439		0.680
7.00		0.227		2.856		9.917		2.917		12.572		0.706
8.00		0.215		2.942		11.000		3.000		13.663		0.727
10.00		0.197		3.094		13.146		3.146		15.744		0.761
15.00		0.165		3.396		18.439		3.439		20.527		0.814
20.00		0.145		3.640		23.878		3.878		25.079		0.846