BBMB AND THE STATE GOVERNMENT OF HIMACHAL PRADESH BOTH ARE RESPONSIBLE TO FOLLOW SILT FLOW IN THE RIVER SATLUJ AND DESIGN WORKING PLAN UNDER CRITICAL VELOCITY RATIO (CVR) .

The silt carried by the river Satluj from the upper areas of District Shimla and Mandi may be seen open in the areas of old Bilaspur Himachal Pradesh (Sandu Ground) because of the results of the erosion by water on the soil taped by the water from catchment areas of the upper hills .As the proportion of silt to water and the size of silt particles carried depends upon the nature of the surface of the soil , it's slope and the rainfall occured in the catchment area. Silt carrying capacity of the water in a river /channel depends on discharge, surface slope, grade of silt and the silt charge and the silt Analysis dragged or rolled along the bed .The silt charge is maximum in the rainy season when the rivers are in floods .So keeping in view the variation of silt charge and its pick up course action problem is practically faced by the plain areas of Bilaspur Himachal Pradesh known (Sandu Ground) .The velocity reduces at the plain areas of Sandu Ground and the quantity of silt suspended representing it's suspension in the plain areas of the Sandu Ground and the amount of silt suspended in various layers is different at different levels and points which is disturbing the come and go formation of the level of silt charge intensity and creating trouble to the people of sorrounding areas residing on the both sides of the river Satluj near Bilaspur Himachal Pradesh ,however silt problem is practically non existent in non alluvial soils and is a great fertilizing agent. The continued increase in the bed silt dragged along the banks and suspended in a bigger shape and size along the length and breadth of the plain areas near Sandu Ground tends to deposit silt and growing berms for which people of the sorroundings are demanding Construction of Bridge over the river Satluj since very long however the demand of the Public is pending before the competent authority and people facing problems due to unusual practice of the variation of silt charge and increase in the deposit as the river Satluj has again reduced in section after some plain areas across the Sandu Ground and the bed load is becoming heavy on the areas after Sandu Ground which have the reverse shape of the dunes their upstream faces are flat and the downstream again coming  steep . Therefore it is necessary to follow the critical velocity ratio and work on the captioned subject matter deliberation required to be verified under the relative velocity and silt distribution at various depths of the river Satluj and particularly near the Sandu Ground where it is uncertain in deposit and framing the layers regularly every year during the course of heavy rains which may be verified after the water level has gone down but no action plan has been prepared by the BBMB  or the state government even number of RTI applications and Appeals before the all concerned is proof and evidence on the record.