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Ch. 8: Reservoirs and Dams

Ch. 8: Reservoirs and Dams Page of 331 Ch. 8: Reservoirs and Dams Text size:minus plus Restore normal size   Mail page  Print this page
DAMS.
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in very dry years, a period of some length in which the water is high from rains.
"There is also a period of high-water in the spring, due to melting of the snow which has accumulated during the winter on the higher altitudes of the Sierra.
"The mass of material thus put in motion in narrow and steep river­beds is carried along to the lower parts of the rivers, each tributary contri­buting its share of flood-water and detritus, and uniting to form at or near the edge of the foot-hills the rivers to which we have given names. As the detritus reaches lower portions, the streams, less concentrated and with constantly diminishing fall in the bed, find themselves unable to carry to the lower course the load which they transported in the upper. When these streams, as they were before mining was begun, reached the plains of the Sacramento Valley, the fall of the beds diminished to a very few feet per mile, perhaps 3 or 4, so that, all along the whole lower course of the river, the bed first, and afterwards the plains bordering the river where the banks were low, became depository places for the material the river was no longer able to carry. The river bed in the plains first becomes obliterated by deposits, and then the alluvial lands adjoining become a waste of sand, gravel, and 'slickens.' Instead of a river bed there is a wide plain over­flowed at high stage, through which, meandering in constantly varying channels, the summer river pursues its devious course."*
The topography of the country along the lines of the mountain streams, though rugged, affords every facility for carrying out successfully a plan for storing the tail­ings. The banks are generally of great height, with slopes which vary from fifteen to fifty degrees. The general slope is about thirty-five degrees, and " an elevation of fifty feet adds one hundred and forty to the width, which extended width," says Col. Mendell, " reduces the height of floods, the cubes of the heights being proportional to the squares of the widths. Doubling the width reduces the height one third, which reduction in height reduces the suspending power of the water and the exposure of the structure to floods." f The storage capacity is conse­quently increased by this additional width as the bed of the stream is elevated.
The chief obstacles to be encountered in the erection
* Annual Report of the Chief of Engineers U. S. Army for 18S1, Appendix MMT. t Col. Mendell's Report on Mining Debris in California Rivers, p. 41.
Ch. 8: Reservoirs and Dams Page of 331 Ch. 8: Reservoirs and Dams
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