IT IS VERY NECESSARY FOR THE STATE GOVERNMENT OF HIMACHAL PRADESH TO PLAN FOR " HIM -CHANDIGARH " AN INDUSTRIAL DISTRICT FOR THE BADDI -NALAGARH, HOWEVER IT REQUIRES ESSENTIAL FUNDING.

The decision taken by the state Government of Himachal Pradesh for developing an Industrial district near the boundary lines of Punjab Haryana and Chandigarh is a good decision as far as the present situation of the Industrial development managed by the Industry department is concerned however it requires lot of funds and engineering management for the correct implementation of the construction works and based on the design &scope of the natural boundary lines of the water shed, where in it is necessary to follow existing surface drainage or flood drainage of the area covered which reaches a stream, drain or sewer or any given point from a certain catchment area, required so for design of culverts and bridges to take the run off from the catchment area and through the drainage system for rescue operation experienced in the area covered under the critical intensity observed for the calculations of small sections with reference to the rain fall and topography, wherein the discharge or runoff from each such section should be worked out separately. The area covered for the such construction work should be planned under the provision made for contour planning and waterways for the bridges and culverts. The topography of said area may be designed for the restricted water way, the increase in velocity and hence the scour, thus necessity of the deeper foundations and the training works could not be ignored for the stream lining of the natural streams wider than thirty metres in alluvial beds, but with well defined banks with rigid inerodible boundary. Accordingly a preliminary estimate of the suitability of the soil for stabilization can be obtained from its particle size analysis, liquid and plastic limits and the results of the compression tests on cubes or cylinders of untreated  and treated soils. It is therefore necessary to have extracts from the papers and the report furnished by the Engineering department of the design &scope or other concentration of loads and should be calculated as unifomly distributed pressures under the contact area. It is also necessary to follow required precautions, so that water will not stand about in the foundations and may continue till reaches a stream , drain or sewer or any given point from a certain catchment area:-- Er Fateh Chand Guleria, Director RTI welfare Association registered number HPCD, 3552 , Bilaspur Himachal Pradesh phone number, 9459334377