# ent

id: 7980
type: PRODUCT
entity:
  | A | B | C | D | E --------------------------+------+------+------+------+------ 5 minutes | 106 | 121 | 181 | -- |


id: 7980
type: WORK_OF_ART
entity:
  Boat for --Trigonometrical Surveying for Datum Levels for Tides Declination of Sun and Moon Decompression after Diving Density of Sea Water Derivative Waves Design of Schemes, Conditions governing Diffusion of Sewage in Sea Discharge from Sea Outfalls, Calculations


id: 7980
type: ORG
entity:
  Sewage of Trass in Cement for Marine Vork Trigonometrical Surveying for Cuirent Observations Trinity High Water Mark Upland Water


id: 45703
type: PRODUCT
entity:
  ------------------+----------------+---------------+--------------- | Lancashire | | Leicestershire Names


id: 45703
type: PRODUCT
entity:
  | | | 60 | 1·96 | 150 | 225 | | | 60 | 2·16 | 180 | 270 | | | 60 | 2·35 | 210 | 315 | | Bottom | 60 | 2·55


id: 45703
type: PRODUCT
entity:
  | | | | | | | | | | |Balham Hill | " |Near Clapham | -- | -- | 347 | -- | -- | | | |Common |Last 40 feet Thanet sands


id: 45703
type: PRODUCT
entity:
  | | | | | | | | | | | Ditto | " |New Road | | 77 | -- | 56 | 21 | | | | | | | | | | |Blackfriars | M. |Apothecaries''|


id: 45703
type: PRODUCT
entity:
  | | | | | | | | | | | Ditto | " |Well Hall | -- | 107 | 104 | 3 | | | | | | | | | | | | Ditto Park | "


id: 45703
type: PRODUCT
entity:
  | 234 | 306 | 299 | 250 | | | | |Workhouse | | | | | | | | | | | | | | | |Hornsey | " |Near Church |


id: 45703
type: PRODUCT
entity:
  | 187 | 4 | | | | |Road | | | | | | | | | | | | | | | | Ditto | " |Bethlehem | 30 | 161 | 191 | 20 | 15 | | | |Hospital |


id: 45703
type: PRODUCT
entity:
  | | | | | | | | | | |Margate | K. |Cobb''s | 31 | 243 | -- | 374 | | | | |Brewery | | | | | | | | | | | | | | | |Marylebone | M. |London


id: 45703
type: PRODUCT
entity:
  | | | | | | | | | | | | | | | |Streatham | S. |The Common | 100 | 185 | 285 | | | | | | | | | | | | |Sudbury | M. |London


id: 45703
type: PRODUCT
entity:
  | | 5 6 | ·8799 | | 5 9 | ·9617 | | 6 0 | 1·0472 | | 6 3 | 1·1363 | | 6 6 | 1·2290 | | 6 9 | 1·3254 | | 7


id: 45703
type: WORK_OF_ART
entity:
  Washing, Matching, Improving, Painting, Imitations, Directions for Staining, Sizing, Embodying, Smoothing


id: 38455
type: PRODUCT
entity:
  | | | | | | | | | | ------------+--------+---------+--------+----+----+----+----+-----+ Census 1901 | 73,508 | 2,965 | 40.3 | 0 | 2 | 1 | 3 | 4 | Estim


id: 38455
type: PRODUCT
entity:
  | | 61 | 24 | 22.2 | 1,261 | 117.60 | 18.8 | 3.42 | 0.335 | 0.175 | 33.20 | | 76 | 30 | 25.4 | 1,946 | 199.05 | 24.5 |


id: 38455
type: PRODUCT
entity:
  | | 15 | 6 | 0.60 | 1.00 | 0.60 | 0.72 | 0.22 | 0.94 | | 30.5 | 12 | 0.65 | 1.20 | 0.78 | 0.94 | 0.29


id: 37389
type: WORK_OF_ART
entity:
  A]--EFFECT OF CONTACT PERIOD -----------------+------------------------------- | CHLORINE, PARTS PER MILLION


id: 37389
type: WORK_OF_ART
entity:
  " | 87 -----------------+--------------------------------+------------------- Table XIII is taken from the work of Wesbrook et al.


id: 37389
type: PRODUCT
entity:
  | | | | C. | C. | | C. | C. | | | C. | C. | | | -----+-----+------+-----+-----+-----+-----+----+-----+------+-----+----+---- Mar.


# bib

id: 7980
title: The Sewerage of Sea Coast Towns
author: Adams, Henry Charles
txt: ./txt/7980.txt
cache: ./cache/7980.txt
extension: .txt
mime: text/plain
summary:
  superimposed upon low water of the lunar tide, so that the sea The height from high to low water of spring tides is than neaps, taking mean low water of spring tides as the datum. is the height between high and low water of that tide, and the and the mean low water level of spring tides. difference between high water of the neap tide and the mean low The lines of "high and low water mark of ordinary tides" shown The extent to which the level of high water varies from tide to prevents the sea water flowing back to the position it occupied observation taken at high water one day is not directly time before high or low water at which the current turned, and sewage is discharged about two hours after high water the --Sea Water on Setting Time of Sewage, Effect of Sea Water on


id: 38455
author: Conway, G. R. G. (George Robert Graham)
txt: ./txt/38455.txt
cache: ./cache/38455.txt
extension: .txt
mime: text/plain
summary:
  organized the Monterrey Water-Works and Sewerage Company, Limited [Illustration: PLATE II.--GENERAL PLAN OF THE WATER SUPPLY AND DRAINAGE gauge on the roof of the Water-Works Company''s office in the city. The question of a high-pressure water supply for domestic use in a city The works consist of a small monolithic concrete dam, placed obliquely The concrete was placed after the pipes had been laid through the form 2.--PLACING CONCRETE PIPES IN FORMS FOR _Concrete Lining and Roof._--Plate XIII shows the general plan and [Illustration: PLATE XIX.--DIAGRAM OF THE MAIN WATER PIPES OF MONTERREY.] The main supply pipe from the South Reservoir is 61 cm. completed, and the whole city was supplied with water from San Geronimo TABLE 11.--CAST-IRON WATER PIPES.--COST the flood-water of the Santa Catarina River in a large reservoir; and the The water-works were designed to supply 40,000,000 liters (10,582,000 (1) The water supply is the only source from which sewage flow

title:
  ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.


id: 37389
title: Chlorination of Water
author: Race, Joseph
txt: ./txt/37389.txt
cache: ./cache/37389.txt
extension: .txt
mime: text/plain
summary:
  absorption of chlorine and chloramine by the Ottawa River water. solution in water Cl_{2} + H_{2}O = HClO + HCl but the results obtained When chlorine gas was treated with a 0.5 per cent solution of ammonia in The effect of ammonia on the germicidal action of a solution of chlorine TABLE IV.[A]--EFFECT OF AMMONIA ON CHLORINE GAS SOLUTION When a solution of chlorine or hypochlorite is added to water as a EFFECT OF TEMPERATURE ON ABSORPTION OF CHLORINE BY WATER This water was chlorinated at one plant by allowing the bleach chlorine solution to several samples of the water and, after a definite Similar results can be produced by the addition of chlorinated water to available chlorine to the Ottawa River water did not cause complaints tests have been made of the effect of chlorinated water on small fish hypochlorites and chlorine but only two are suitable for water-works


id: 45703
author: Spon, Ernest
txt: ./txt/45703.txt
cache: ./cache/45703.txt
extension: .txt
mime: text/plain
summary:
  shaft sunk or bored through impermeable strata, until a water-bearing ordinary clay 9-inch work being used for large wells, and half-brick, or centre ones are made a little longer than the others, as shown in Fig. 167, to form a leading hole as a guide to the boring rod. bore-hole, as illustrated in Fig. 208; and the same means of removing The present depth is 400 feet, and the bore-hole is tubed the whole [Illustration: Pumping Engine and Bore-hole. The water-level is about 95 feet from surface when the engine is The bore-hole, 182 feet deep and 4 inches diameter, is boring was lined with iron tubes 9 inches in diameter for 17 feet, an 18-inch bore-hole has been sunk to a depth of 196 feet from the When No. 2 was down 54 feet, a trial bore-hole 3 inches diameter was put The whole boring being full of water to within 16 feet of the

title:
  Water Supply: the Present Practice of Sinking and Boring Wells With Geological Considerations and Examples of Wells Executed


id: 54454
author: Boulnois, H. Percy (Henry Percy)
txt: ./txt/54454.txt
cache: ./cache/54454.txt
extension: .txt
mime: text/plain
summary:
  towns on the question of disposal of house refuse--Condemnation scavenging or the removal of house refuse, and also that of street snow, (12) The watering of streets, and (13) The cost of all such removal of house refuse and the cleansing of earth closets, house refuse and the cleansing of streets. street sweeping and cleansing, the removal of snow, and a short The effective watering of streets and roads in any town during the water must be spread upon the streets every dry day, the cost of streets and roads of our towns is that of carrying the water in collection of house refuse and cleansing the streets should be it is found that the cost of removing the house refuse and and removal of the house refuse and cleanse the streets with their the work of collection of house refuse and the cleansing of house refuse and cleansing and watering streets in fourteen large

title:
  Dirty Dustbins and Sloppy Streets A Practical Treatise on the Scavenging and Cleansing of Cities and Towns


id: 62676
title: Sewage Disposal on the Farm, and Protection of Drinking Water
author: Smith, Theobald
txt: ./txt/62676.txt
cache: ./cache/62676.txt
extension: .txt
mime: text/plain
summary:
  SEWAGE DISPOSAL ON THE FARM AND THE PROTECTION OF DRINKING WATER. sewerage systems, water supplies, and the collection of house waste by get a purer water from the ground than the sewage-polluted fluid which night soil himself rather than have it disposed of by a water-carriage ground-water into the wells or springs near by. In place of the movable earth closets, a water-tight, concreted area The night soil should be received in water-tight receptacles. ground around the house, the liquid sewage from water-closets, the kitchen House slops may be disposed of by surface irrigation or by subsoil pipes, it will also appear plain why ground-water may flow as any surface stream surface of the ground-water. the surface of the deep supply, otherwise the water from the upper layers Or the ground-water stream supplying to prevent all pollution of the ground-water current supplying wells by Besides the protection of the ground-water near the well from pollution


id: 62605
title: Sewage and Garbage Disposal on the Farm
author: Simons, Joseph Winslow
txt: ./txt/62605.txt
cache: ./cache/62605.txt
extension: .txt
mime: text/plain
summary:
  with septic tanks, and earth-pit privies accomplish this if the water tank through the effluent sewer to the disposal field. cast-iron soil pipe are the standard materials for house sewers on Cast-iron soil pipe with leaded joints should be used when the sewer is [Illustration: Figure 3.--Jointing sewer pipe. for a farm septic tank except for large installations (1,000 gallons Most septic tanks are built of concrete cast in place, since in this [Illustration: Figure 6.--Method of outlining a septic-tank excavation Figure 9 suggests methods of arranging the tiles in disposal fields [Illustration: Figure 9.--Arrangements for tile-disposal fields, method Disposal-tile lines to slope 2" to 4" per 100 feet, not over 6". trenches 4 to 6 feet and install a lower tile line, as shown in figure [Illustration: Slope of disposal tile 2 to 4 inches per 100 feet. a septic-tank system with tile disposal field.


