In day today's life security is a very important thing in the world. For better achievement of security advanced technology have been undertaken in correctional facilities. Various security devices like CCTV, Tracking bracelets, ID barcode scanning and other devices have contributed to the improved and secure management.

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The aim of this study is to recharge ground water to underplaying aquifers and reduce risk of flood condition. Porous asphalt pavement is an alternative technology that differs from traditional asphalt pavement designs, that the pavement permits fluid to pass freely through it. Porous asphalt pavement also reduces and control surface runoff of surrounding area. This technique also can be used as additional way of storm water management. The past few studies suggests that, porous asphalt pavement intended to be used for parking lots, storm water management, water quality treatment, peak flow reduction and noise control. The research has focused on improving quality and quantity of ground water. This study includes model making and checking performance of that constructed pavement model. Study investigates performance of aggregates and porous asphalt used in projects, such as properties of aggregates like impact value, crushing value, specific gravity, abrasion test. Tests performance on porous asphalt includes ductility test, stripping value test and penetration test. Study includes sample making of various proportion of asphalt and aggregates. Total 9 samples were made to check which sample gives best performance as per the requirement. Out of 9 samples, 6% asphalt with 10mm aggregate + grit sample gives required performance.

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The aim of this paper is to study the behavior of beam with the use of CFRP composite by experimentally and by ANSYS and compare both the results and compare load carrying capacity. For experimentally we cast Nine no’s of beam of size 100×100×400 mm, of M30 grade of concrete and curing for 7 days and after 7 days curing we conduct UPV test and find homogeneity of concrete beam and decided carbon fiber wrapping techniques we create two set of beam with 230 GSM wrapped with double layer and two set of beam with 430 GSM wrapped with double layer and two set of beam with 430 GSM wrapped with single layer, and 3 control beams without wrapping and test for flexural strength and by this test we observe the ultimate load carrying capacity and flexural strength of carbon fiber wrapped beam is increased as compare to control beams.