Owing to the fact that earth for the construction of most of the huts in a bazaar has been excavated from the immediate vicinity of the buildings, it is a matter of much consideration to determine the most suitable levels the surface drains should start at, as it is of importance that these should be as shallow as circumstances admit of in order that they may obtain the full benefit of purification by sun and air. By adopting as high a level as possible at the head of the drain it enables better gradients, or falls, to be given which aids much in self-cleansing. The greatest care should be taken not to lose, or waste what little fall there is in the plains, as this is simply invaluable. Deep drains rapidly become foul at the sides and bottom, are difficult to flush owing to the quantity of water required to do so effectively, and great temptation is also given to adjacent house-holders to bridge them over with wide platforms, the consequence being that, sooner or later, the storm-water drain, designed as an open one, and for which it may originally have been more or less suitable, soon changes its character, and becomes a badly designed sewer, which imprisons and concentrates noxious effluvia. When a drain runs beneath a road, provision should be made for a part of it being Surface drainage of small roads. The surface drainage of small roads and paths in a bazaar is best provided for by the construction of a central drain down the middle, to which the ground is made to slightly slope from each side; this prevents the accumulation of filth in the so-called side drains, which are generally merely long pits; and, provided a slight fall be given, they are self-cleaning at every shower of rain. In paths or gullies a small concrete saucer drain can be constructed, at a cost not exceeding four annas a lineal foot, into which the house connections can be made,—the paths being paved with bricks, set flat, not costing more than Rs. 2–8 per 100 square feet. These should be laid at a good slope to the drain, and as only foot traffic need be provided for, is amply strong enough. In many cases it will be found that adjacent house-holders are quite willing to pay for this work, when once a commencement is made, and the advantage is obvious to them. Kutcha roadside drains. In kutcha roadside drains care must be taken that, in the process of cleaning, which generally consists in the removal of the bed, they do not in time become permanent roadside trenches without fall; it is much better to have no drains at all than this; mere depressions which, when dry, can be swept, and which will be washed clean after a heavy shower of rain, are much preferable. The proper bed-level of a kutcha drain should be permanently marked by wooden pegs driven well into the earth, and built into a masonry pillar, 1 foot 10 inches square, or by masonry profiles, at intervals of 100 feet apart; this shows at once if the bed-level or section has been unduly lowered during the process of cleaning out. Flushing. FIG. 1. A type design of an automatic flushing tank is shown in Fig. 1. These cost about Rs. 100 each complete, the syphon pipe alone representing some Rs. 30. Where sufficient head is not unavailable for this type, Adams’ Patent Adamic Flusher may be Where sullage water is discharged into storm-water drains this should be treated in sullage filters at convenient intervals. See Fig. 18, page 36. Masonry drains. The most suitable form for surface drains is the semi-circular base, with side slopes of 1 to 2·4, as the discharge is only slightly less than that of the ovoid section, and the drains are more easy to construct. They can be easily swept clean, or run through with a wooden board made to fit the section, and pushed along by a boy. The Dacca type rectangular drain, as shown in Fig. 2, page 5, is very suitable for narrow lanes. The dimensions can be altered to suit local conditions. Much useful information as to the preparation of drainage projects, and tables of discharges of different sections, will be found in Practical Instructions in Surface Drainage, by Mr. H. A. Gubbay, Executive Engineer, Public Works Department, published by the Government of Bengal. In most cases, when designing a system of drainage, it is advisable merely to take the general surface level of the bazaar as the level to be drained, leaving artificially caused depressions to be filled up with the dÉbris of old buildings, and any available suitable material as opportunity occurs. It is also generally unnecessary to provide for a very heavy rainfall. The usual provision in this part of India is for a run off due to ½ an inch of rainfall per hour from densely built over, and ¼th of an inch from suburban areas. It is more scientific to design the drains with reference to the possible flushing power and facilities available, rather than that of the maximum rainfall. The importance of proper drainage, especially in connection with checking the spread of malarial fever by anopheles mosquitoes has, owing to recent FIG. 2. |