Practical Hydraulic Formul for the Distribution of Water Through Long Pipes
Practical Hydraulic Formul for the Distribution of Water Through Long Pipes
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In our eReader you can find the full English version of the book. Read Practical Hydraulic Formul for the Distribution of Water Through Long Pipes 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 Practical Hydraulic Formul for the Distribution of Water Through Long Pipes
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29 When the 24-in. Branch was* open, we had a total discharge of 174. 73 cu. Ft. Per second. There is an increase, therefore, of about 9i per cent, by opening the branch. Let us now see what the discharge would be if the branch were placed only 500 ft. From the reservoir, instead of 1, 000 ft. , all the other conditions remaining the same. We will assume h = 33 ft. And solve the two equations / 4X33 if = 149. ; ' i son v n finnfta q = 12. 56 47 = 149. 5 1500 X 0. 00062 / 2 X 29 0. 32 g' =3. 14 ...4 = 42. 3 " 30! (191. 8)* X 0. 31 alSO h' = = 18. 07 (12. 56)* X 4 giving a total height of 51. 07 as against 50. Reducing : h 50 33 51. 07 h. =--32. 3 Using this value, instead of the assumed one, we have : 4X177 4X 32. 3 -j - 28. 3 12. 564 = 12. 564 h 3. 14 4 0. 31 0. 93 0. 32 '189. 83 = 148. 03 + 41. 76 very nearly. As compared with the discharge when the 24-in. Branch is closed this shows a gain of 19 per cent. , just double the gain when the branch was located at the center of the pipe. Supposing now that the branch were placed 1, 500 ft.
What to read after Practical Hydraulic Formul for the Distribution of Water Through Long Pipes?
You can find similar books in the "Read Also" column, or choose other free books by E Sherman Edward Sherman Gould to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
29 When the 24-in. Branch was* open, we had a total discharge of 174. 73 cu. Ft. Per second. There is an increase, therefore, of about 9i per cent, by opening the branch. Let us now see what the discharge would be if the branch were placed only 500 ft. From the reservoir, instead of 1, 000 ft. , all the other conditions remaining the same. We will assume h = 33 ft. And solve the two equations / 4X33 if = 149. ; ' i son v n finnfta q = 12. 56 47 = 149. 5 1500 X 0. 00062 / 2 X 29 0. 32 g' =3. 14 ...4 = 42. 3 " 30! (191. 8)* X 0. 31 alSO h' = = 18. 07 (12. 56)* X 4 giving a total height of 51. 07 as against 50. Reducing : h 50 33 51. 07 h. =--32. 3 Using this value, instead of the assumed one, we have : 4X177 4X 32. 3 -j - 28. 3 12. 564 = 12. 564 h 3. 14 4 0. 31 0. 93 0. 32 '189. 83 = 148. 03 + 41. 76 very nearly. As compared with the discharge when the 24-in. Branch is closed this shows a gain of 19 per cent. , just double the gain when the branch was located at the center of the pipe. Supposing now that the branch were placed 1, 500 ft.
What to read after Practical Hydraulic Formul for the Distribution of Water Through Long Pipes?
You can find similar books in the "Read Also" column, or choose other free books by E Sherman Edward Sherman Gould to read onlineMoreLess
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