Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate
Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate
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In our eReader you can find the full English version of the book. Read Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate
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To quickly assess the difficulty of the text, read a short excerpt:
4143 0. 6215 -0. 6 3 6, 8, 9 5-o 4. 998 3-17 0. 48443 0. 3117 5-696 0. 4112 0. 6168 -0. 7 3i 4, 5 5-o 4. 999 3-i7 0. 6737 0. 488 9-376 0. 4092 0. 6138 -0. 7 32 3 5-o 5-o 3-i7 0. 8118 0. 627 12. 466 0. 4088 0. 6132 -0. 9 NOTE. All above weirs were normal to the flow, had vertical faces making \l/ = 90 and had sharp crests consisting of a vertical, i inch planed, steel plate with beveled edge down stream. The above quantities represent means of the several observations bearing the observer's numb...ers in column 2.
8o HYDRAULICS DETERMINATION OF TABLE III.
FOR EQS. (19) TO (22) WHEN B = b.
No.
Original Experi- ment No.
Measured Values.
Computed From Eq. (22) Error byEq. (6Q) Per cent.
B m.
b k H H Q ^s M, k + H m.
m.
m.
cu. M.
FROM TABLE XXm, EXPERIMENTS BY LESBROS, 1829-34. $= 33 i9*f o. 202 O. 2O2 0. 043 -955 0. 68953 0. 012905 0. 4045 0. 6067 o. O 34 i9ff O. 202 0. 202 0. 048 o-955 0. 66551 0. 012561 0. 3987 0. 5981 + 0. 6 35 19** 0. 202 O. 202 O. OyO 0. 088 0. 55696 o. 010532 0. 3924 0.
What to read after Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate?
You can find similar books in the "Read Also" column, or choose other free books by David a David Albert Molitor to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
4143 0. 6215 -0. 6 3 6, 8, 9 5-o 4. 998 3-17 0. 48443 0. 3117 5-696 0. 4112 0. 6168 -0. 7 3i 4, 5 5-o 4. 999 3-i7 0. 6737 0. 488 9-376 0. 4092 0. 6138 -0. 7 32 3 5-o 5-o 3-i7 0. 8118 0. 627 12. 466 0. 4088 0. 6132 -0. 9 NOTE. All above weirs were normal to the flow, had vertical faces making \l/ = 90 and had sharp crests consisting of a vertical, i inch planed, steel plate with beveled edge down stream. The above quantities represent means of the several observations bearing the observer's numb...ers in column 2.
8o HYDRAULICS DETERMINATION OF TABLE III.
FOR EQS. (19) TO (22) WHEN B = b.
No.
Original Experi- ment No.
Measured Values.
Computed From Eq. (22) Error byEq. (6Q) Per cent.
B m.
b k H H Q ^s M, k + H m.
m.
m.
cu. M.
FROM TABLE XXm, EXPERIMENTS BY LESBROS, 1829-34. $= 33 i9*f o. 202 O. 2O2 0. 043 -955 0. 68953 0. 012905 0. 4045 0. 6067 o. O 34 i9ff O. 202 0. 202 0. 048 o-955 0. 66551 0. 012561 0. 3987 0. 5981 + 0. 6 35 19** 0. 202 O. 202 O. OyO 0. 088 0. 55696 o. 010532 0. 3924 0.
What to read after Hydraulics of Rivers Weirs And Sluices the Derivation of New And More Accurate?
You can find similar books in the "Read Also" column, or choose other free books by David a David Albert Molitor to read onlineMoreLess
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