Obliczenia dla zadanego przekroju rzeki

			n=0,045	n=0,035	n=0,055
Lp.	H [m n.p.m]	h [m]	A1 [m^2]	U1 [m]	Rh1 [m]	V1 [m/s]
1	39,400	0,566
2	39,960	1,126
3	40,520	1,686
4	41,080	2,246
5	41,640	2,806	0,242	2,050	0,118	0,203
6	42,200	3,366	2,783	7,088	0,393	0,454
7	42,760	3,926	8,131	12,199	0,667	0,646
8	43,320	4,486	16,184	15,975	1,013	0,854
9	43,880	5,046	25,779	18,849	1,368	1,043
10	44,440	5,606	36,902	21,319	1,731	1,220
11	45,000	6,166	49,597	24,594	2,017	1,351

Q = A * V ; $V = \frac{1}{n}*{R_{h}}^{\frac{2}{3}}*I^{\frac{1}{2}}$ ; I = 1, 45%0