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Engineering and Contracting . reek. It appears thatprovision has been made for an estimated fu-ture population of over 300,000 persons in MillCreek Valley and approximately an equal num- inbefore stated, it has been assumed that thearea of the city in 1950 will be appro.ximately140 square miles. With the aid of the opin-ions expressed by representatives of local realestate lirms an estimate has been made ofthe probable limits of the industrial and com-mercial areas. The distribution of the areawithin the assumed limits of Cincinnati as of1950 is as follows: Area. Square miles. Percentage. Indu

Engineering and Contracting . reek. It appears thatprovision has been made for an estimated fu-ture population of over 300,000 persons in MillCreek Valley and approximately an equal num- inbefore stated, it has been assumed that thearea of the city in 1950 will be appro.ximately140 square miles. With the aid of the opin-ions expressed by representatives of local realestate lirms an estimate has been made ofthe probable limits of the industrial and com-mercial areas. The distribution of the areawithin the assumed limits of Cincinnati as of1950 is as follows: Area. Square miles. Percentage. Indu Stock Photo
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The Reading Room / Alamy Stock Photo

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2AXB5GF

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2361 x 1058 px | 40 x 17.9 cm | 15.7 x 7.1 inches | 150dpi

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Engineering and Contracting . reek. It appears thatprovision has been made for an estimated fu-ture population of over 300, 000 persons in MillCreek Valley and approximately an equal num- inbefore stated, it has been assumed that thearea of the city in 1950 will be appro.ximately140 square miles. With the aid of the opin-ions expressed by representatives of local realestate lirms an estimate has been made ofthe probable limits of the industrial and com-mercial areas. The distribution of the areawithin the assumed limits of Cincinnati as of1950 is as follows: Area. Square miles. Percentage. Industrial 12.79 9.04 Commercial 1.13 0.80 Residential 123.30 87.11 Cemetery and park 4.02 2.83 Railroad yards 0.31 0.22 Total 141.55 100.00 V o. « co o o £ o Circular Sewer 8fr diamSlope 0 007 l f- r^ ^ marshall aveSewer , *- I ? ^* ^r ^ 1, ^ ^ •; 2 ^ / t A ] ^ / i f 6 r V J i * ^ ^ 4- P » b i ^ ^ ?A Vi* ^ £> ^ n ^-o n o a: h (0 Q J< 5 h (0 D a z 12 E ? 6 8 10 12 E •* 6 8 10 12 A.M. Hours of the Doj/ P.M.. A.M. Hours ofttie Da^ P.M. OrcularSewer45.frd, am PLUM ST SEWER Slope COI-V 1 Rom -, .1, 1 7 , 1/ 1 ^ T : i 1 i •- 10 12 - >;0= ^5or £ Fig. 1. O 12 2 4- 6 8 10 i2 a 4 6 8 10 12 A.M. Hours of ttie Day P. M.Hourly Variation In Rate of Sewage Flow in Typical Cor, merclal and Industrial Districts, Cincinnati. O a -a (D C o oO co 2 c 0)CP 1_ o ro (0 U- o 5i!:e of Sewcr-JOiASRaaiu3 of Invert 2.0 — • 1111111 Walnut ?h 11 •^ t- W t. l-l i * / r. , 1 _ ^ ^ {?: V ?r^N ri • ?y^i Vu Ij 10 :^. / • r S Tr^ trfl =^ 1 1 _ 1 1 IZ 2 4 6 8 10 IZ 2 4 6 8 10 12 A.M. Hours of the Day R M. Race StSewer