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| | | | performed --------+-----------------------+---------+----------+------------- 1905-06 |George's Creek Big Vein| $3.34 | 62.8 | $0.00238 1906-07 |George's Creek Big Vein| 3.43 | 58.6 | 0.00261 1907-08 |George's Creek Big Vein| 3.75 | 60.3 | 0.00278 1908-09 |Orenda | 3.47 | 57.7 | 0.00268 1909-10 |Orenda |[1]3.15 | 54.0 | 0.00255 ========+=======================+=========+==========+============= [Footnote 1: Corrected for increase or decrease in ash and British thermal units, as determined by United States Geological Survey.] ~Table 8--Average Consumption of Water for Twenty-four Hours, Per Million Gallons.~ ==========+================================================ | ~Fiscal years.~ Month. +-----+-----+-----+-----+-----+-----+-----+------ |1903.|1904.|1905.|1906.|1907.|1908.|1909.|1910. ----------+-----+-----+-----+-----+-----+-----+-----+------ July |59.80|61.50|63.20|69.80|69.18|68.64|71.08|64.05 August |59.00|59.70|67.70|71.40|68.03|67.74|68.14|61.42 September |56.50|61.10|67.90|71.30|69.82|68.93|65.83|60.32 October |58.70|59.10|63.90|68.40|69.14|66.46|65.89|59.18 November |54.70|58.60|62.10|66.10|65.51|61.54|60.06|55.25 December |60.70|60.10|70.30|67.20|65.71|62.29|57.99|56.77 January |60.10|65.30|75.10|65.30|67.62|63.36|57.72|62.49 February |59.30|67.80|86.00|68.70|74.68|68.17|55.42|60.28 March |55.30|60.00|67.60|64.30|64.23|59.63|55.31|56.04 April |55.10|57.20|63.10|62.70|63.45|61.51|58.19|58.32 May |57.70|60.80|66.30|65.60|62.47|62.96|59.25|57.76 June |59.50|62.30|70.60|67.80|63.53|67.96|60.12|58.37 ----------+-----+-----+-----+-----+-----+-----+-----+------ Average |58.03|61.10|68.70|67.40|66.90|64.91|61.47|59.19 ==========+=====+=====+=====+=====+=====+=====+=====+====== The length of runs, depth of scraping, etc., after the scraping or raking, are shown in Tables 10 and 11. _Sand Handling._--For the first three years of operation, the sand was carried from the sand bins in carts and dumped through the numerous manholes of the filters on chutes which could be revolved in various directions, in order to facilitate the spreading of the sand evenly over the surface of the filter. About a year ago, however, this method was changed, b
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