| 1836 - عدد الصفحات: 650
...moving with a velocity nearly umform. 2nd, The velocity of the propagation of such waves is equal to that which would be acquired by a heavy body, in falling through a space equal to half the depth of the fluid. 3d, The length of such a wave is nearly constant for... | |
| Thomas Antisell - 1852 - عدد الصفحات: 728
...According to the theory of hydrostatics, the velocity with which water issues from an orifice is equal to that which would be acquired by a heavy body in falling through a height equal to the difference between the levels of the orifice and the fountain head ; whence,... | |
| G.P. Putnam & Co - 1852 - عدد الصفحات: 728
...According to the theory of hydrostatics, the velocity with which water issues from an orifice is equal to that which would be acquired by a heavy body in falling through a height equal to the difference between the levels of the orifice and the fountain head ; whence,... | |
| Jeremiah Joyce - 1852 - عدد الصفحات: 606
...cannot always play to the same height. The velocity with which water issues from an orifice is equal to that which would be acquired by a heavy body in falling through a height equal to the difference between the levels of the orifice and the fountain head, the principal... | |
| William Thomas Brande, George William Cox - 1875 - عدد الصفحات: 968
...According to the theory of hydrostatics, the velocity with which water issues from an orifice is equal to that which would be acquired by a heavy body in falling through a height equal to the difference between the levels of the orifice and the fountain head; whence, if... | |
| 1876 - عدد الصفحات: 676
...A wave of any form, subject to the above conditions, is propagated unchanged, and with the velocity which would be acquired by a heavy body in falling through half the depth of the canal. The velocity of propagation here referred to is of course relative to the undisturbed... | |
| 1876 - عدد الصفحات: 608
...A wave of any form, subject to the above conditions, is propagated unchanged, and with the velocity which would be acquired by a heavy body in falling through half the depth of the canal. The velocity of propagation here referred to is of course relative to the undisturbed... | |
| |