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An Integrated Approach for Long Term Solutions of Flooding
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Achyut Man Singh
Abstract: A timeline study since 1976-2010 with satellite imagery maps on the flooding problems of Eastern Chitwan has revealed that due to the rapid degradation of the vegetative cover in the upper catchments of its rivers, increased flooding events had occurred. The conditions of the catchment environment depend on the behavior and activities of the people residing in the area. Infrastructure construction for the flood control in the river banks are short term solutions only effective for a few years. For a long term solution, the people of the area need to be sensitive for the river training works and good watershed management. The study has emphasized social and institutional aspect along with awareness campaign with the populations to achieve good impacts in the long term.
Key words: Flood control, watershed management, dykes, spurs, catchments, flood plains, Nepal
he Eastern Chitwan valley is located in the Central Region of Nepal (Figure 1) and has the most ideal environmental friendly surroundings for water and agriculture development if properly protected and conserved. Primary threats to the valley are the aggradations of the streams including the Rapti River due to the changing catchment environment. The Eastern Chitwan valley has experienced a series of high flood events in the past recalling from 1954 AD (2011 BS), 1971 AD (2028 BS), 1975 AD (2032 BS) and the most damaging flood event of 1993 AD (2050 BS) with loss of 24 lives and 2,206 houses and large scale of properties. After this event, the local communities, and the Government of Nepal (GoN) with the financial assistances of donors such as the Asian Development Bank (ADB), and Swiss Agency for Development and Cooperation (SDC), are taking active lead roles in preventing such disaster by constructing and maintaining the dykes and spurs in the Lothar and Rapti River. The Chitwan Valley as a whole is ideally set up environmentally by Mother Nature having a National Park in the south, reserve and protected forest cover in the middle, and mixed forest cover in the northern and eastern mountain region. The study has focused on two aspects: (i) watershed management with livelihood enhancement plan for the hilly catchment of the valley having poor and deprived communities to discourage deforestation and degradation of the watershed and (ii) to prepare a river training master plan for protecting the flood plain area against the flood disaster from the Lothar, Rapti and other streams. The field works were carried out with intensive consultation with the local communities, including engineering survey works of the rivers and streams. The experts on GIS, Hydrology and Meteorology, Geology, Sociology, and river training have carried out intensive analysis of the field and secondary data from DHM, Survey Department, and Satellite imagery from ICIMOD. GIS and HECRAS software applications were applied from the available satellite imagery, maps and data
available from the related agencies in order to prepare distinct workable maps, and to investigate the probable flood prone areas.
Mustering the time line experiences of the inhabitants of the flood plain areas of the eastern Chitwan Valley it has clearly been revealed that the effect of vegetative environments has a direct impact on the fl ooding and thus on the settlements with the loss of life and properties. An old man having witnessed the 1993 fl ood event had told the author that the largest flood event in the Chitwan valley occurred in 1954 AD (2011 BS), when the Rapti and Lothar rivers inundated the whole valley. However, the flood disaster was negligible compared to the 1993 event. He also recalled that the settlements of population were scarce and the environments were covered with thick forest then. During the flooding, water level increased gradually and subsided slowly with mild velocity of flow. But the 1993 flood disaster occurred due to breach of the dyke of the Rapti River, which had swept away large parts of Bhandara, Kumaroj, and Kathar Village Development Committee (VDC) areas adjoining the Dhungre stream taking a death toll of 24 persons and 5,880 no. of livestock, washed out 741 ha, and inundated 2,321 ha of land. The affected households were 5,293 and damaged houses were 2,206 (DWIDP 2009, 2011). The Kayar Khola stream is the second largest stream in the valley next to the Lothar Khola. The sedimentation problem in this stream also is high, as its river bed up to 7 km stretch from the foot hill has been covered with debris carried by the stream. Before 1975 AD, the stream banks were covered fully with dense forest and bushes in which the stream was flowing with a stable single channel; while at present, it is covered with sediments and the width of the river bed also has increased to more than 200m at places. The local people recall the visible changes in the characteristic of the stream. They said that in the year 1971 AD ( BS), a large flood event occurred with debris flow and deposited the sediments in the foothill area. Another high flooding event occurred again in 1975 (2032 BS),
Figure 1. Location Map of the Study Area. which increased the sediment deposition further and inundated the adjacent agricultural lands. The other similar streams such as the Ladara, Chatrang, and Pampa have been subjected to similar changes in their regimes (Please see Figure 3 of Google map for its evidence). Presently, the Lothar Khola has been identified as one of the most rapidly aggrading rivers in the Terai region of Nepal threatening the East West Highway Bridge, and inundation to the adjacent lands and property. The Department of Water Induced Disaster Prevention (DWIDP) has carried out a detailed study of the watershed conditions to investigate the real cause of the aggradations, which is
The term ‘Runoff’ is defined as that part of the precipitation that makes its way towards the natural channels, lakes, or oceans as surface or sub-surface flow. It means generally surface water flow in the dictionary. The large flow of water in a stream or rivers due to high precipitation or snowmelt is called ‘Flood’. In our sub-continent, the flood events occur during the monsoon season when more than 80% of the annual precipitation falls. The factors affecting the ‘Runoff’ or ‘flooding’ could be grouped into two kinds of physical activities related to: (i) rainfall or precipitation, and (ii) watershed condition. The factors associated with ‘Rainfall’ are; Rainfall duration, Intensity, and Areal distribution. A rainfall of small duration with the same
reported to be in average more Figure 2. Watersheds in Hills and Flood plain Delineation of Eastern Chitwan Valley. than 5 to 7m at different reaches. The primary causes of the aggradations are uncontrolled deforestation and consequent instability of the prevailing geological formations. Near the Lothar Bridge site of the East West Highway, the river bed has aggraded to more than 5m from its base level 1. All these events point towards the degradation of the environment and its impacts on the flooding effects. The degradation of the vegetative cover not only causes transportation of large quantity of sediment and debris by rainfall, but also has a direct impact on the volume of the flooding. The effects of such phenomena have been experimentally proved in the USA. Therefore, long term solution of flooding and its disastrous impacts could be reached only if the watershed problems are also addressed and taken care of by restoring/adding to the vegetation cover and improving the environment.
intensity will not produce ‘Runoff’, but for longer duration it will produce ‘Runoff’. As for smaller duration rainfall, it will be absorbed by infiltration into the groundwater table. Usually intensity of rainfall greater than 37mm/hr produces greater percentage of runoff. Another main group is ‘Watershed’ which has also
Figure 3. Sediment Deposition by Kayar Khola, Ladari Khola, Chatrang, and Pampa Khola in the Flood Plain. (Source: Google)
The scope of works were envisaged to have in depth analysis of the hydro-metrological conditions, and the land use changes in the watersheds to come up with the long term solutions by collecting available secondary data and the satellite imageries. In brief, the following aspects were covered in the scope of the study. a. Hydro-Meteorological Study; b. River System Study; The river system study was carried out to assess: (i) the flood protection measures along the banks of the rivers and streams, probable vulnerable spots and preventive measures, (ii) watershed Management of the rivers which included the assessment of the catchment conditions, geological events as active slide zone, degradation of the soil cover by deforestation, land use patterns, soil conditions, social structures of the settlements and their cultivation practices such as ‘Khoria^2 ’.
The planning of the study has been conceived to delineate the Eastern Chitwan Valley into two parts as (i) flood plain and (ii) watershed areas in the hills. The fl ood protection measures will be generally concentrated on the plain areas, whereas soil conservation and protection works in the watershed areas of the hills. The detailed tasks were grouped into sub-tasks as Preparatory works, Field works, Desk works, Interaction and Information Dissemination Works, and Report Finalization and Submission. The activities as mentioned above were conducted with the team consultation first in the initial stage with literature review and then conceptualizing the details of the works regarding flood management and watershed management. Secondary data analyses of the previous studies were used for modeling the study activities. Geographical Information System (GIS) and Hydro-meteorological analysis were conducted using the prevailing software such as ArcGIS 9.3, EDRASII, and HECRAS to investigate the changes in land use in timeline and flood volume and inundation coverage. The analysis of rivers was conducted using the River Analysis System developed by US Army Corps of Engineers named as HECRAS.
The study area is bordered in the east by the catchment of the Lothar River, south by the Rapti River, west by the Khageri catchment, and north by the ridge of the Mahabharat mountain range. The study area is comprised of hilly catchment and plain valley as its flood plain having a total area of 661 square kilometre; the plain valley part constitutes 251 square kilometre area of fertile agricultural land, and watershed areas in the hills constitute 410 square kilometre. The Mahendra Reserve Forest and Chitwan National Park covers the valley in the west and south. The study area is composed of one
municipality and 16 Village Development Committee (VDC) political boundaries. It constitutes the watershed areas of the adjoining streams – the Lothar, Mardar, Pampa, Chatrang, Ladra, Kayer, Bhudhi Kulo, Khageri and Dhungre Kholas. The proposed study area can be divided in to two parts, as (i) Flood Plain areas and (ii) Catchment areas in the Hills (see Figure 2). The major land use cover is still the forest lands constituting 54 percent, with cultivation lands of 38 percent as calculated from the topographic map of 1992 imagery (released in 1995). The remaining land cover comprises of bushes, water body and sandy area, and built up areas (SDC 2012). The Chitwan National Park protects and conserves the forest areas on the left bank of the Rapti River and also its vicinity along the Lothar Rapti Dyke and at Kumaroj VDC at its right bank which are covered with reserve forest as Buffer Zone. The Harda River joins the Rapti River on the left bank just near the confluence of the Lothar River. The flood plain is a relatively populated area having fertile flat agriculture lands incised by the drains of the rivers and streams, whereas the catchments in the hills are sparsely populated with indigenous tribes and deprived communities.
The climate of the Chitwan Valley is classified as sub- tropical monsoon type with micro-thermal effects in the Mahabharat and Siwalik Hills. The monsoon season (June - September) experiences almost 80-90 percent of the annual rainfall occurrences, which is the main characteristic of the Monsoonal type of climates in the Indian Sub-continent. Orographic effects due to the mountain ranges in the north side of the study area is visibly prevalent in this region as the intensity of rainfall is high compared to other parts of the country. The annual average rainfall of the study area is about 2,000 mm. The annual mean temperature is about 240 C with the highest temperatures occurring in April and May reaching up to 40^0 C. The coldest time of the area lies from December to January having lowest value up to 50 C.
The study area of eastern Chitwan is comprised of 16 VDCs and Ratnanagar municipality. Broadly, the study area is divided into watershed area and flood plain area. The total population of the study area is 173,779 (Female 88,163 and Male 85,616) which is approximately 40% of the district population. The ethnic composition of the study area indicates Brahmin, Tharu, Chhetri, Tamang, Gurung, Newar, Chepang, Kami, Magar, Damai, Kumal, Darai, and other ethnic groups inhabiting the area by maintaining harmonious relationships and engaging in agriculture as well as industrial, and tourism development activities. The ethnic composition of the study area
Land use LRMP 1976 image Land use Topo 1992image^ Changes in 1976- 1992
Land use type
Area/ Sq.Km
Area in Pecent- age
Area/ SqKm
Area in Pecent- age
Area/ SqKm
Area in Pecent- age Cultivation 196.9 33.8% 223.4 38.3% 26.6 4.6% Forest 341.0 58.5% 315.1 54.0% -26.0 -4.5% Grasslands 20.1 3.4% 4.0 0.7% -16.1 -2.8% Bush 11.1 1.9% 12.4 2.1% 1.3 0.2% W a t e r body and Sandy area
Built Up 0.5 0.1% 0.7 0.1% 0.2 0.0% Total 583.0 100.0% 583.0 100.0% 82.0 14%
is much more similar to the district except for the localization of the Chepang community found largely in Siddi VDC (approx. 90%) of study area.
Classification of the land use and land cover of the Rapti Watershed of the project area has been assessed using GIS on the topographical map and LRMP map. The calculations of the forest land and cultivation land use with their corresponding VDC are assessed. The findings are given in Table 1. Figure 5 below shows that the forest area has significantly changed during the period 1976 to 1992. The figures indicate that forest land has been encroached for cultivation (SDC 2012). The land use changes are further analyzed by VDC wise to see which VDC has larger impact of forest encroachment. The forest land in the watershed area particularly in Siddi VDC, Korak VDC, Piple VDC, Lothar VDC, Shaktikhor VDC
This study carried out a comprehensive analysis of forest area encroachment within the flood plains and watershed boundaries of; namely Kankada, Piple, Manahari, Lothar, Korak, Siddi, Birendranagar, Bhandara, Shaktikhor, Jutpani, Dahakhani, Chainpur and Kabilas VDCs of Chitawan and Makwanpur Districts. In order to calculate the forest encroachment area, the change of forest coverage area of tree and shrub is a fundamental measure over the studied period of time. For this analysis, Landsat TM imagery of 2010, acquired from the ICIMOD, Nepal and Topographic land use digital map, 1992 imagery from the Survey Department, has been used to calculate the encroachment of forest area. The analysis revealed that Jutpani has the highest encroachment area with 16 sq. km followed by Kankada and Siddi with 13. sq. km and 12.6 sq. km of forest encroachment areas respectively. As shown in the land classification imagery, forest encroachment in Jutpani VDC is distinctly seen near to the former Maoist cantonment area. Altogether, nearly 109 sq. km of forest land has been encroached over a period of 18 years within the flood plain boundary of watershed area (Table 2, Figure 6 and 7). The above analysis made on Landsat TM imagery of 2010, acquired from the ICIMOD, Nepal and Topographic land use digital map, 1992 imagery from survey department, Table 1. Changes in Land Use Coverage of the Watershed from 1976-1992. (^) revealed that Jutpani has the
and Jutpani VDC are observed major encroachment. These VDC are the prime watershed area of Kayer Khola, Pampa Khola, Ladari, and Chhatrang Khola (Table 2).
highest encroachment area with 16 sq. km followed by Kankada and Siddi with 13.6 sq.km and 12.6 sq.km forest encroachment area respectively. As shown in
Village Development Committee (VDC)
Forest Coverage in timeline in the 13 VDCs (Sq. Km) LRMP-1976 TOPO-1992 Landsat 2010 Imagery^ Change 1976- 1992 (16 Yrs)^ Change 1992 - 2010 (8 Yrs)
Siddi 42.8 36.9 24.3 5.9 12. Shaktikhor43.4 38.4 27.3 5 11. Piple 28.9 24.6 15.1 4.3 9. Lothar 49.1 44.8 32.9 4.3 11. Korak 42.4 34.2 25.8 8.2 8. Kabilas 16.6 16.3 9.2 0.3 7. Jutpani39.5 33.5 17.5 6 16 Dahakhani 21.52 0.1 13.7 1.4 6. Chainpur9.5 9.4 7.9 0.1 1. Birendranagar 19.5 19 13.9 0.5 5. Bhandara7.6 5.1 3.8 2.5 1. KankadaNA 38.3 24.7 NA 13. ManahariNA 8.8 4.4 NA 4. Total 320.8 329.4 220.5 38.5 108. Table 2. Changes in Forest Coverage in the VDCs of the Eastern Chitwan Watershed from 1976 to 1992 and 2010.
Figure 8. Flood Extent for the Return Period of 50 yrs (Red Color) and 100 years (Blue Color).
1993 flood. The study also has identified that the river is aggrading by 1 to 2 metres on average since the last decade, which will make it most vulnerable to out fl anking the existing dyke.
Eastern Chitwan Valley has a diversity of ethnic groups, castes, languages and religions, and they have co-existed peacefully since 1956 when the government carried out settlements in the Valley with the Hill migrants to start a better livelihood. It is believed that the Tharus are the oldest ethnic group in the floodplain area; on the other hand, the Chepang, Gurung, Tamang, Magar ethnic groups are the local residents in the hilly areas. The average land holding size in the watershed area is less than 0.5 hectare and the average land holding size in the flood plain is 0.5-1.0 hectare as reported by key informants (SDC 2012). The DDC Chitwan carried out a study on food sufficiency as a major indicator of poverty in 21 VDCs (total HH 21678) in 2007/08. As per the study, 29% of households seem to be vulnerable. During a discussion in February 2012, the key informants of the DDC and VDCs revealed that in the study area approximately 17-20% of HH may belong to the below the absolute poverty level as compared to the Per Capita Income level of NRs 15, (national level). Further, they expressed that the Hilly VDCs like Lothar, Korak and Siddi etc have the majority of households having to cope with food deficiency, as they can hardly hardly feed themselves for more than 6 months with their regular income. In the case of the Eastern Chitwan valley, the institution “Lothar Rapti Dyke Protection Committee (LRDPC)” has been active and successful in undertaking protection and maintenance works of the Lothar Rapti Dyke with funding assistance from the SDC. The LRDPC was founded by the flood affected victims who had terrible experiences in the
past (1993 Flood), which made them united out of dire necessity to protect their belongings in the future. A common cause holds them together united to form a committee for the welfare of the affected population by irrespective of the ethnic groups and political affiliations. The study has thus proposed the strengthening and reforming of the LRDPC to act as the institution on behalf of the local communities. So, the team has proposed the up-gradation of the LRDPC to assume an active role in the implementation of civil and other works on behalf of the communities as a monitoring body.
The rivers, rivulets and streams of the Eastern Chitwan valley originate from the Siwalik and Mahabharat ranges, and traverse through terrain composed basically of sandstone, mudstone and conglomerates of the Siwaliks. The rocks are very fragile in nature. The Mahabharat ranges are comprised of meta- sedimentary rock and sedimentary rocks like phyllite, slate quartzite and dolomite. The MBT and other thrusts pass too straddle this area. Very few numbers of land slides are seen in the Siwaliks and Mahabharat ranges. There are no conspicuous landslides in Eastern Chitwan valley (SDC 2012).
The Eastern Chitwan Valley is a flood plain being charecherized by the alluvial deposits of the Rapti River and its tributaries like the Lothar, Martal, Pampa, Chatrang, Ladari, Kayar, Khageri, Budhi Rapti Nadi, and Dhongre. The Rapti River flows from the east to west direction at the edge of the study area dissecting the whole Chitwan valley in almost half section. The Rapti River channel is confined in the mountainous area up to say, Hetauda Bazar, braided in the middle reach, and becomes confined into a deep channel
Figure 9. Rapti River Profile Changes from 1989 to 2012.
probable such disaster. Its continuous maintenance and strengthening with raising of the embankment height is crucial to prevent breaching in case the anticipated design flood volume is surpassed. But there remains always the probability that a higher order flood event might occur if unprecedentedly high rainfall events and degradation of its catchment area prevails in future. So both watershed management and river training aspects are important for the long term meandering at the lower reaches, and in meeting its parent channel of the Narayani. The major tributaries are the Manohari, Lothar, Budhi Rapti Nadi, Khageri, and Dhungre streams. Other small tributaries are the Martal, Pampa, Ladari, Chatrang, and Kayar Khola. The major contributors of sediment in the Rapti River are from the tributary streams in Makawanpur district, the Monohari, and Lothar. The channel slope varies from 1 in 240 to 1 in 1240 gradient, and the width of waterway varies from 50m to more than 1000m depending on the local physiographic set up. The analysis also has indicated that the Rapti River bed has aggraded from 2 to 3m since 1989 to the present study in 2012 (see Figure 9). The aggrading nature of the rivers always threatens to outflank the bank and fl ooding in the vicinities (Nippon Koie Co. 1989, 1990).
The lower portion of the Eastern Chtwan valley has networks of irrigation systems from the Lothar river, Rapti, Dhongre, Lower Budhi Rapti streams. The irrigation systems are operated and maintained by the farmers with occasional funding from donors or GON. It is noted in the flood plain that the flood control and irrigation systems built in the rivers are interlinked, as water is attracted towards the bank for irrigation purpose, whereas for flood control the rivers are repelled away from the bank.
The river training works carried out by various agencies, especially the East Rapti Irrigation Project under ADB assistance and LRDPC under SDC assistance, have been most effective in protecting the valley against fl ood disaster as in 1993. Among other protection measures in the smaller streams, the Lothar Dyke, and its continuation up to the Rapti Dyke to an extent of 18 km near Kumroj is most vital and effective against flooding and a cushion of any future
safety and sustained stability in the valley (Galay 1994).
For a long term solution of the flooding problem, nurturing and proliferating vegetation in the catchment area is a major factor apart from outside human control factors such as rainfall intensity and duration. The local communities should realize this fact and adopt appropriate measures to upgrade the watershed in future, for which the local communities of the watershed have an important role to play. The communities of the flood plain and the watersheds must share and campaign to implement a plan for the preservation of the forests and carry out measures to reduce soil erosion and changing cultivation practices. The study has recommended some plans to develop the institutional set up along with a with livelihood plan for the upper watershed communities. The condition of the watershed of the Eastern Chitwan valley is at the stage of rapid degradation due to rampant deforestation as the findings of the GIS study reveal. The watershed has been converted to cultivated lands exposing the soil surface, thus triggering high soil erosion and sediment transport in the streams. During interactions and workshops conducted with the communities of the flood plain, these facts have been clearly explained, and they have expressed their commitments to support the communities of the watersheds. The foremost steps for them now are to fi nd a means to stop logging of the forest area, which is in increasing trend.
Pampa/Budhi Rapti Nadi (II), (iii) Martal/Dhungre Khola (II), (iv) Chatrang Khola, (v) Ladari Khola, (vi) Khageri Khola, (vii) plantation and creating buffer zone between the ring road and the Lothar Rapti Dyke, (viii) preservation and maintenance of the river training works.
Acknowledgements Mr. Amon Jonchhe of SDC, Mr. Jagrit Prasad Bhetwal and Mr. Lalmani Chaudhary of Lothar Rapti Dyke Protection Committee (LRDPC), Chitwan are greatly appreciated for having initiated and engineered this study.
The study was sponsored by Swiss Agency for Development and Cooperation (SDC) on the request of the community based organization LRDPC. The study was on “Long Term Solution of Flooding in Eastern Chitwan Valley” from January to June 2012 in order to prepare a comprehensive report on watershed management and river training master plan for the fl ood plain with engineering solution. It was udertaken by SILT Consultant (Pvt) Ltd. The paper is a synopsis of the detailed study carried out under the sponsorship of SDC.
Achyut Man Singh, BE (Civil), M. Sc. in Soil and Water Management from The Netherlands is an Irrigation Specialist. He served in the Nepal Department of Irrigation for 22 years, and 15 years in the private sector mostly in the field of irrigation engineering. He served a number of assignments for the Asian Development Bank and the World Bank. At present, he is a consultant affiliated with the FAO/WB funded Nepal's Irrigation and Water Resources Management Project. Corresponding address: achyutmsingh@gmail.com
DWIDP, Department of Induced and Disaster Prevention, May, 2011, Study of Lothar Khola Watershed Chitwan/Makwanpur District. DWIDP, Ministry of Water Resources 2009; "Collection of Disaster Review Regarding to the Project Period of DPTC/DMSP – 1992 – 2007. Galay, VJ , 1994a, Review of Design of Rapti River Flood Rehabilitation Works. Report prepared for East Rapti
Irrigation Project, By Nippon Koi Co Ltd Japan. Galay, VJ , 1994b, "Morphology of the Dhungre and Budhi Rapti Rivers after 1993 Floods". Report prepared for East Rapti Irrigation Project, By Nippon Koi Co Ltd Japan. Galay, VJ , 1994c, "Progress of Construction of Flood Protection Dyke". Report prepared for East Rapti Irrigation Project, By Nippon Koi Co Ltd Japan. Nippon Koei Co. Ltd, Japan, August 1990; Detailed Design Report for Headworks for East Rapti Irrigation Project. Nippon Koei Col Ltd. Japan, August 1989; "Technical Report East Rapti Irrigation Project Geotechnical Investigation". Nippon Koei Co. Ltd., Japan, November 1989, "Technical Report for East Rapti Irrigation Project – River Morphology. Nippon Koei Co. Ltd., Japan, October 1990, "Design Report on Main and Branch Canals Volume-I, Main Report. Proceeding of National Workshop on "Basin Approach for Soil Conservation and Watershed Management" (June 10, 2010) Ministry of Forest and Soil Conservation – Department of Soil Conservation and Watershed Management. Babar Mahal, Kathmandu. Swiss Agency for Development and Cooperation (SDC) August 2012, “Study of Long-term Solution of Flooding in Eastern, Chitwan on Request of Lothar- Rapti Dyke Protection Committee, Chitwan”, Volume I & II Main Report/Annexes, Kathmandu Nepal. UNDP – UN Office for the Co-ordination of Humanitarian, Nepal, December 2003. Ven Te Chow, David R. Maidment, Larry W Mays, 1988; "Applied Hydrology". McCRAW-HILL International Editions, Civil Engineering Series.
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