A Pocket Manual for Engineers
A Pocket Manual for Engineers
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In our eReader you can find the full English version of the book. Read A Pocket Manual for Engineers 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 A Pocket Manual for Engineers
What reading level is A Pocket Manual for Engineers book?
To quickly assess the difficulty of the text, read a short excerpt:
Ri volutions per minute.
33 00 42 40 65 08 CO 55 Total Head Feet, 14 10 H 10 II 10 16 63 Averages 14. 73 23 75 4. "> 48 60 00 23 22 24 93 27 32 Averages . . . 25 16 39 G2 43 75 40 50 55 00 --. On :::; 54 :::: 54 33 39 35 55 35. 55 Averages 34. 31 31 00 24 33 52 68 ::. ' 50 55 00 50 00 55. 00 42 80 4. ". 62 45. 62 46 23 46 'J" 4'J 33 51. 00 7. 3 44 Efficienc\ 43 1 43 1 44 7 53 . 7 46 1 63 7 53 53. 0 56. 6 GG . 7 G9 61 2 63 2 71 4 66. 2 73. 6 73 7 71 06 5 70. 4 71 68 7 70 4 Ratio of Dis- charge t...o Dis- placement of Pump.
id 97 2 92 94. 5 Averages 50. 38 94 92 95 7 95 4 95. 55 97 6 98 1 91 4 95. 4 91 ■_' 94. 74 93. 9 89 8 95 3 91 7 94 8 95 8 90 5 92 5 93 04 FRICTIONAL RESISTANCE OF WATER PASSAGES INTO AND OUT OF PUMPS.
This load or head which ranges in contracts for pumping engines for public water supply— from one to two pounds— is the difference be- tween the apparent head pumped against ns measured from the source of Bupply, and the net absolute head as read from an indicator diagram.
What to read after A Pocket Manual for Engineers?
You can find similar books in the "Read Also" column, or choose other free books by Oh Clarke Firm Cincinnati to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Ri volutions per minute.
33 00 42 40 65 08 CO 55 Total Head Feet, 14 10 H 10 II 10 16 63 Averages 14. 73 23 75 4. "> 48 60 00 23 22 24 93 27 32 Averages . . . 25 16 39 G2 43 75 40 50 55 00 --. On :::; 54 :::: 54 33 39 35 55 35. 55 Averages 34. 31 31 00 24 33 52 68 ::. ' 50 55 00 50 00 55. 00 42 80 4. ". 62 45. 62 46 23 46 'J" 4'J 33 51. 00 7. 3 44 Efficienc\ 43 1 43 1 44 7 53 . 7 46 1 63 7 53 53. 0 56. 6 GG . 7 G9 61 2 63 2 71 4 66. 2 73. 6 73 7 71 06 5 70. 4 71 68 7 70 4 Ratio of Dis- charge t...o Dis- placement of Pump.
id 97 2 92 94. 5 Averages 50. 38 94 92 95 7 95 4 95. 55 97 6 98 1 91 4 95. 4 91 ■_' 94. 74 93. 9 89 8 95 3 91 7 94 8 95 8 90 5 92 5 93 04 FRICTIONAL RESISTANCE OF WATER PASSAGES INTO AND OUT OF PUMPS.
This load or head which ranges in contracts for pumping engines for public water supply— from one to two pounds— is the difference be- tween the apparent head pumped against ns measured from the source of Bupply, and the net absolute head as read from an indicator diagram.
What to read after A Pocket Manual for Engineers?
You can find similar books in the "Read Also" column, or choose other free books by Oh Clarke Firm Cincinnati to read onlineMoreLess
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