Hydraulics With Working Tables
Hydraulics With Working Tables
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In our eReader you can find the full English version of the book. Read Hydraulics With Working Tables 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 With Working Tables
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To quickly assess the difficulty of the text, read a short excerpt:
In the cases dealt with in the report under reference the distance ED was generally great in many cases hundreds of feet, the stream contracting gradually. The loss of head from friction in that length was separately computed and allowed for.
The formula was then where K 2 is the velocity at DE and V l that at AB. The value of c was I'O unless there were angles such as to cause contraction.
1 Iii this case the drop-down begins at the commencement of the eddy which replaces the pointed portion o...f the pier.
WEIRS 109 The total drop was generally from 1-5 feet to 4*8 feet, the velocity 6 '7 to 23'1 feet per second, and the head lost in friction less than 25 per cent, of the total fall. The widths of most of the openings are not stated, but in one case the width was 280 feet and the sectional area at DE 7960 square feet. The depths were generally great. The minimum sectional area was found by soundings and measurements taken after the flood. If there were sharp edges or square corners at the entrance a co-efficient of contraction was applied.
What to read after Hydraulics With Working Tables?
You can find similar books in the "Read Also" column, or choose other free books by E S Edward Skelton Bellasis to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
In the cases dealt with in the report under reference the distance ED was generally great in many cases hundreds of feet, the stream contracting gradually. The loss of head from friction in that length was separately computed and allowed for.
The formula was then where K 2 is the velocity at DE and V l that at AB. The value of c was I'O unless there were angles such as to cause contraction.
1 Iii this case the drop-down begins at the commencement of the eddy which replaces the pointed portion o...f the pier.
WEIRS 109 The total drop was generally from 1-5 feet to 4*8 feet, the velocity 6 '7 to 23'1 feet per second, and the head lost in friction less than 25 per cent, of the total fall. The widths of most of the openings are not stated, but in one case the width was 280 feet and the sectional area at DE 7960 square feet. The depths were generally great. The minimum sectional area was found by soundings and measurements taken after the flood. If there were sharp edges or square corners at the entrance a co-efficient of contraction was applied.
What to read after Hydraulics With Working Tables?
You can find similar books in the "Read Also" column, or choose other free books by E S Edward Skelton Bellasis to read onlineMoreLess
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