Technograph volume 2 1887 1888

Cover Technograph volume 2 1887 1888
Technograph volume 2 1887 1888
Edmund From Old Catalog Stirling
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900 Total 6, 995 1 1 61, 886 Average velocity, 8. 85 feet per second.
SECTION IJ.
Deep Comp Shallow " 90 3. 600 70 3, 646 12. 00 2. 43 . 0018 . 0018 13. 23 4. 62 47, 628 16, 844 Total 7 246 64, 472 Average velocity, 8. 90 feet per second. Average volume of discharge, 63, 79.
Using the same slope for the section at the bridge opening, the velocity there would be nearly 16. Since at this point there certainly would be back-water from the river, this value was thrown out, and the average of the ve
...locities in the deep compartment of the other sec- tions, 12. 5 feet per second, was taken as the average velocity at the bridge opening. Dividing 63, 179, the average volume of discharge, by this velocity, gives a necessary water-way of 5055 square feet.
An examination of the profile at the bridge will determine the length of span necessary to secure that water-way. However, in the case referred to, it was decided to excavate the channel from abut- ment to abutment to tlie depth of the bottom of the stream.


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