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FIG.

90. Section of charcoal ventilator used in some metropolitan districts
91. Section of charcoal ventilator used in City sewers ..

92. Cross section of improved patent City ventilator with side passage for
water ....

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93. Longitudinal section of improved patent City ventilator showing pas-
sage for water

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103. Showing the angle the charcoal is laid in the patent spiral ventilator

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104. Trap for ventilating into the sewers ....

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105. Section showing position of ventilating pipes
106. Venturi's experiment on induced currents

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107. Mode of counteracting action of induced currents
108. Charcoal ventilation for top of pipe ....
109. Spiral ventilator for foot of ventilating pipe
110. Spiral ventilator for insertion in ventilating pipe
111. Spiral ventilator for top of ventilating pipe
112. Section of a house-drain on Buchan's system
113. Honeyman's trap with air inlet..

114. System of M. Flament with extracting cowl
115. Cowl head used by M. Flament

116. Cowl head used by M. Flament

117. Cowl head used by M. Flament
118. Ventilating cowl head of Wolpert
119. Ventilating cowl head of Banner

120. Ventilating cowl head of Ewbank
121. Plan of manhole with side entrance
122. Section of manhole with side entrance
123. Syphoning of traps

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124. Banner's patent balance trap

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125. Mothe's balance trap

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141. Combined sewer and subsoil drain

142. Brooke's subsoil drain ....

143. Section of sewer trench showing filling for subsoil drainage 144. Section of sewer trench showing subsoil drains

145. Longitudinal section of Mr. R. Field's small flushing tank 146. End view of Mr. R. Field's flush tank showing syphon 147. Harrison's flushing plug ..

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INDEX TO TABLES.

TABLE

1. Shows the results of sanitary works

2. Analysis of street water ....

3. Analysis of soluble matter in street water

4. Showing distribution of Croydon rainfall 1861 to 1877 5. Table for calculating the volume of rainfall per acre

6. Volume of sewage of towns ..

7. Composition of sewage of towns

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8. Proper inclination of circular sewers for velocities from 2 ft. to 6 ft. per second ..

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9. Proper inclination for velocities in oval sewers (old form) when running full....

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10. Proper inclination for velocities in oval sewers (old form) when running two-thirds full ..

11. Proper inclination for velocities in oval sewers (old form) when running one-third full

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12. Proper inclination for velocities in oval sewers (new form) when running full

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13. Proper inclination for velocities in oval sewers (new form) when run-
ning two-thirds full
14. Proper inclination for velocities in oval sewers (new form) when run-
ning one-third full

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15. Proper inclination for velocities in circular sewers 1 ft. diameter when working under various heads ..

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16. Proper inclination for velocities in oval sewers (old form) 1 ft. x 1 ft.
6 in. when working under various heads and running full
17. Proper inclination for velocities in oval sewers (old form) 1 ft. x 1 ft.
6 in. when working under various heads and running two-thirds full
18. Proper inclination for velocities in oval sewers (old form) 1 ft. x 1 ft.
6 in. when working under various heads and running one-third full
19. Proper inclination for velocities in oval sewers (new form) 1 ft. x 1 ft.
6 in. when working under various heads and running full
20. Proper inclination for velocities in oval sewers (new form) 1 ft. x 1 ft.
6 in. when working under various heads and running two-thirds full
21. Proper inclination for velocities in oval sewers (new form) 1 ft. × 1 ft.
6 in. when working under various heads and running one-third full
22. Velocities in circular sewers at various rates of inclination
23. Velocities in oval sewer (old form) when running full at various rates of
inclination

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24. Velocities in oval sewers (old form) when running two-thirds full at various rates of inclination

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25. Velocities in oval sewers (old form) when running one-third full at various rates of inclination

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TABLE

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26. Velocities in oval sewers (new form) when running full at various rates of
inclination

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27. Velocities in oval sewers (new form) when running two-thirds full at
various rates of inclination

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28. Velocities in oval sewers (new form) when running one-third full at
various rates of inclination

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29. Areas and hydraulic mean depths of circular sewers

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30. Areas and hydraulic mean depths of oval sewers (old form)
31. Areas and hydraulic mean depths of oval sewers (new form).
32. Discharge of circular sewers at various rates of inclination
33. Discharge of oval sewers (old form) when running full at various rates
of inclination
34. Discharge of oval sewers (old form) when running two-thirds full at
various rates of inclination..

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35. Discharge of oval sewers (old form) when running one-third full at
various rates of inclination ..

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36. Discharge of oval sewers (new form) when running full at various rates
of inclination

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37. Discharge of oval sewers (new form) when running two-thirds full at
various rates of inclination

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38. Discharge of oval sewers (new form) when running one-third full at
various rates of inclination ..

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12. Bursting pressure and tensile strength of sewer pipes
43. Experiments on sewer pipes, to resist percussive action
44. Experiments on crushing earthenware pipes

45. Showing the absorption of water and strength of bricks
46. Showing the tensile strength of concrete

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47. Showing crushing strain on blocks of concrete ..
48. Tensile strength of Portland, Roman, and Medina cements
49. Test of limes and cement to resist the action of nitric acid
50. Tensile strength of Portland cement and sand mixtures..
51. Crushing strain on bricks of Portland cement and sand
52. Strength of timber...
53. Size, weight, safe head, and strength of cast-iron pipes
54. Specific gravity, tensile, and compressive strength of various metals
55. Tests for wrought iron

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56. Showing the fever death-rates-Bristol, Plymouth, London, Croydon
57. Showing the relative volume of air at various temperatures
58. Observations on the temperature of the City of London sewers

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60. Showing the death-rates from diphtheria and croup in Croydon

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61. For calculation of the equal annual amount of principal and interest

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LIFE and health are, in a great measure, dependent upon rightly understanding and practising those laws which constitute sanitary science.

Pure air, pure water, and nutritious food, are the three great agents for promoting life and health. Any one of these once used, or combining with matter of a deleterious character, loses its vital property, and becomes, as it were, poison, unfit again to fulfil its sanitary mission, until it has been exposed to those revivifying influences which will restore its vital energy.

Agents promoting life

and health. Use of agents

destroys their vitality.

Atmospheric air consists of oxygen, nitrogen, car- Composition of bonic anhydride, and other gaseous matters. The atmosphere. average composition of the air in England consists of

the following proportions of gaseous matter:

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In the air of towns are also found traces of sulphuretted hydrogen and sulphurous anhydride.

Air is inspired by the adult human subject, as stated by Professor Pettenkofer, at the rate of about 360 cubic feet in twenty-four hours, and this quantity is about three thousand times greater in bulk than the average liquid and solid food taken for the sustenance of the

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Professor Pettenkofer, and the quantity of air inspired.

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