Gis and Sensor Based Rain Water Harvesting with Artificial Intelligence System for Free Landsliding
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International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 6, June 2018, pp. 54–66, Article ID: IJCIET_09_06_007 Available online at http://iaeme.com/Home/issue/IJCIET?Volume=9&Issue=6 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed GIS AND SENSOR BASED RAIN WATER HARVESTING WITH ARTIFICIAL INTELLIGENCE SYSTEM FOR FREE LANDSLIDING S. RinaMaiti Research Scholar, Department of Geography, Sri SatyaSai University of Technology & Medical Sciences, Sehore, Bhopal, Madhya Pradesh, India Dr. L. Mishra Professor, Department of Geography, Sri SatyaSai University of Technology & Medical Sciences, Sehore, Bhopal, Madhya Pradesh, India ABSTRACT This article projects a combined idea to avoid and stop a landslide issue in Darjeeling built on GIS and sensor system applications method. This method is made out of three vital components, landslide susceptibility mapping utilizing remote- detecting procedures for susceptible determination of landslide spots downsized landslide simulation tests for approval of sensor network for landslide monitoring and in situ sensor network deployment for strengthened landslide observing. The investigation catchment site is the landslide situated in Darjeeling. Landslides have dependably been a standout among the most catastrophic natural phenomena. Nonstop observing and cautioning as early as possible about the beginning of such fiasco may lead to ignore loss of human lives. With this point we have built up an observing framework organized as WSN furnished with extremely sensitive sensors equipped for estimating real time direction and magnitude of the landslide relocation. The sensors are put in request to quantify the accurate value about the parameter of the landslide. Here GPS is utilized as a part of request to decide the area of the landslide event. The activities are watched and the gathered informational collections are consequently transmitted to an associated framework and the FLUX SENSOR which is utilized as a part of this study gives an ongoing data about the present condition of the observed slope. All the more such sensors are mounted on a specific region more ahead of time for a landslide prone and associated in a network ready to remotely convey and transmit online information to an observing focus. http://iaeme.com/Home/journal/IJCIET 54 [email protected] S. RinaMaiti and Dr. L. Mishra Key words: Darjeeling, Landslide, Prediction, Sensor, Soil Erosion, GIS. Cite this Article: S. RinaMaiti and Dr. L. Mishra, GIS and Sensor Based Rain Water Harvesting with Artificial Intelligence System for Free Landsliding, International Journal of Civil Engineering and Technology, 9(6), 2018, pp. 54–66. http://iaeme.com/Home/issue/IJCIET?Volume=9&Issue=6 1. INTRODUCTION Landslides are the noteworthy type of cataclysmic event that causes the loss of properties and lives, particularly in the precipitous zones. The sloping landscapes are described by high vitality with precariousness and inconstancy of the majority. Landslide contrasts from alternate mass development procedures and it is the development of the mass happens essentially along a discrete disappointment surface (Sumantra SB and Raghunath P, 2016). The inside unreformed plane slips the materials and deteriorates the mass and further development incorporates the stream component. In India, the majority of the sloping areas are portrayed with the landslide catastrophe. The Darjeeling Himalaya is a piece of Lesser Himalaya. The height of the district ranges from 500 m to 2500 m above MSL. Because of shifted geomorphology and neo-structural exercises, the locale is one of the exceedingly seismic tremor inclined territories. The primary shake sorts of the Darjeeling Himalayas are Pre-Cambrian high-review gneiss and quartzite, high-review schist phyletic and calc-silicate and quartzite. The real soils of this locale are described by high grouping of iron oxide with the absence of mineral and natural supplements. The sedimentary shake of youthful collapsed mountain advances the dynamic disintegration in Darjeeling Himalaya. This area is exceedingly powerless against landslides and the beginning of storm in the north India as a rule comes full circle into huge high precipitation over the Himalayan lower region belt (Pal R, 2016). 2. OBJECTIVE Soil stabilization and free land sliding of rain water harvesting system. GIS and sensor based rain water harvesting with Artificial intelligence system. WH techniques that store water as soil moisture work by preventing (or significantly reducing) water runoff from an area using structures to hold water and thus encourage infiltration, thus increases the proportion of rainfall entering soil storage, where it can later be used directly by plants. To locate the feeble soil adjustment territory by utilizing GIS and taking preventive activities and to discover the likelihood of land sliding zone in well ahead of time by utilizing Sensor observing framework to avoid life misfortune. 3. NEED OF THE STUDY Continuous observing of ecological calamity are one of the prime need of the world. WSN is one of the real innovation that can be utilized for real time monitoring. WSN has the capacity of vast scale deployment, low cost, versatility, flexibility for various situations. WSN has its own particular restriction, for example, low memory, power, data transmission and bandwidth. The deployment and information recovery or gathering from geophysical sensors, the plan, development and deployment of WSN, the improvement of information accumulation and information collection calculations required for the system, and the system necessities of the deployed landslide detection system, information investigation. http://iaeme.com/Home/journal/IJCIET 55 [email protected] GIS and Sensor Based Rain Water Harvesting with Artificial Intelligence System for Free Landsliding 4. STUFY OF DARJILING HIMALAYAS Darjiling Himalayas Available records demonstrate a lamentable landslip happened on the 24th September, 1899, in and around Darjiling town because of extraordinary precipitation of 1065.50mm, executing 72 people and making tremendous misfortune land and property (Griesbach 1899-1900). The vast majority of these fifteen slides were bound to the dirt material overlying the gneissic rocks. The insecurity of the slopes steadily expanded because of dynamic retention of moisture from over the top rainfall and the cutting of slope inclines both for common and manufactured needs together with imperfect seepage. The second significant occasion of landslips in Tindharia, Darjiling, Kalimpong and Kurseong towns occurred on the fifteenth January, 1934, because of Bihar-Nepal quake, which was in charge of far reaching annihilation however not of equivalent size to that accomplished in 1899. Table 1 Major Landslide in Darjeeling Hill Region YEAR BLOCK/MUNIPALITY AREA 1998 Kurseong Tindharia Sittong T. E 1999 Kurseong Sittong III & I GP Tindharia Sukhia pokhari Pusumbing Bijanbari Relling Basty Hathale Basty Darjeeling sadar Botanical Garden 2000 Jaear Basty Kurseong Sepoydhura Darjeeling sadar Dali Harishatta 2001 Kurseong Rohini 2002 Kurseong Giddapahar 2003 Mirik Gayabari 2004 Sukhia pokhari Mim T. E 2007 Kalimpong Monsoon 2016 Bengal Bengal 2017 Cooch Behar North Bengal On this event, the best layers of the sub-soil on the peak of the Darjiling edge and its remote goads, for the most part on the western side of the town, created gaps harming structures. Between the eleventh and thirteenth June, 1950, the slope inclines in and around Darjiling, Kurseong, and Kalimpong towns were severely influenced by a progression of avalanches after an overwhelming spell of rain of 834.10mm making far reaching harms streets, railroads, houses and open works. 127 individuals were slaughtered and a few hundreds http://rcin.org.pl 40 Subhash Rajan Basu and Sunil Kumar De were rendered destitute. The Siliguri-Kalimpong railroad line was shut everlastingly, as the slopes in that district were viewed as perilous for railroads. Every one of these occasions pale into irrelevance in examination with the horrifying catastrophe, which overwhelmed Darjiling- Himalayas late in 1968. http://iaeme.com/Home/journal/IJCIET 56 [email protected] S. RinaMaiti and Dr. L. Mishra Figure 1 Darjiling critical area zonation Because of relentless and substantial rain of 1121.40mm in the vicinity of third and fifth October,1968 there were various landslides joined by phenomenal surges in the Tista and different rivers. Hill Cart Road and NH 31 were totally washed away. A few bridges at strategic points (The Rongpo connect on the Sikkim outskirt, a one traverse solid scaffold at Tistabazaar (market), the Railway connect at Sevok and a few others) were either washed away or seriously harmed. The loss of life, formally evaluated was 677 while informal reports put the figure significantly higher. The landslides at Giddapahar close Kurseong, harmed more than 175m of street and railroad track and crushed numerous bustee (slum) villas. Table 2 Statistical Data of Earthquakes in West Bengal Date of Location Position Magnitude Description Occurence 23 June 1976 South of the 21.180 N, Mb 5.0 (4), This earthquake was located in the Bay Sunderbans, West 88.620 E D=050.0 kms, of Bengal off the Ganga Delta. Bengal OT=15:38:42 19 Gangtok area, 27.400 N, Ms 6.1 8 people injured and damage in November Sikkim 88.800 E (4),D=047.0 kms, Gangtok. Felt throughout eastern India, 1980 OT=19:00:45 Bangladesh, Bhutan and Nepal (7). 26 March Chingrakhali- 21.180 N, Mb 4.9 This earthquake was located along the 1981 Bhairabnagararea, 88.620 E (4),OT=02:47:10 India-Bangladesh border to the east of West Bengal Canning, West Bengal. 12 June 1989 Sunderbans, 21.861 N, Mw 5.7 (7), 1 person was killed and 100 injured in Bangladesh 89.763 E D=006.0 kms, the Banaripara area of Bangladesh. Felt OT=00:04:09 in much of eastern Bangladesh including at Chittagong and Rangpur. It was also felt in Meghalaya, India. 28 Ganga Canyon, 21.015 N, Mb 4.7,D=010.0 A light earthquake occurred in the November South of the 89.158 E kms, OT=16:57:13Ganga Canyon in the northern Bay of 2005 Sunderbans Bengal, off the Sunderbans on 28 November 2005 at 22:27 PM local time in India.