scholarly journals RESTORASI LAHAN RAWA GAMBUT MELALUI METODE REWETTING DAN PALUDIKULTUR

2020 ◽  
Vol 16 (2) ◽  
pp. 103-118
Author(s):  
L. Budi Budi Triadi

Degradasi di lahan rawa gambut umumnya diakibatkan oleh alih fungsi lahan dan pemilihan komoditas yang tidak tepat. Alih fungsi lahan yang disertai dengan pembuatan drainase tanpa perencanaan yang matang menyebabkan lahan menjadi kering, mudah terbakar, subsiden, banjir, emisi CO2 dan permasalahan sosial-ekonomi.Penelitian ini dilakukan melalui studi literatur terkait persoalan dan solusi pemulihan lahan gambut terdegradasi melalui restorasi hidrologi dengan metode rewetting (sekat/canal blocking) dan penanaman jenis tanaman yang tidak membutuhkan drainase (paludikultur).Terdapat empat tipe sekat yang biasa digunakan,  yaitu sekat papan, sekat isi, sekat plastik, dan sekat geser. Pemilihan tipe sekat sangat tergantung kepada kondisi bio-fisik, dimensi kanal, topografi gambut, ketersediaan material dan aksesibilitas ke lokasi penabatan. Dari penelitian ini diketahui adanya korelasi yang kuat antara keberadaan sekat terhadap penambahan ketinggian muka air tanah, dimana sekat bermanfaat untuk menaikkan muka air tanah dan melembabkan tanah.Selanjutnya, dalam penerapan paludikultur, diketahui bahwa komoditas tertentu lebih tahan terhadap genangan namun tetap memiliki nilai ekonomi seperti: Metroxylon spp, Nypa fruticans Wurmb, Alseodaphne spp. dan Nothaphoebe spp., dan Shorea spp. Agar dapat bertahan hidup jenis-jenis tanaman tersebut harus dipilih dan disesuaikan dengan ketinggian air yang terdapat di lahan gambut. Kata kunci: Gambut, paludikultur, sekat kanal, restorasi, muka air tanahIn general, degradation on peatlands is mainly caused by excessive conversion and selection of commodities that cannot grow in wet condition. Conversion of peatlands and extreme canalization have become major threats to peatlands which leads to peat fire, subsidence, flooding, green house emission, as well as economic and social problems.This study was obtained from literature study on current problems and solutions of degraded peatlands through peatland hydrology restoration by rewetting method (canal blocking) and cultivation of species that do not require drainage. There are four types of dams that are often used to control water flows, plank dam, composite dam, plastic dam, and sluice. The selection of dam is highly dependent on bio-physical condition, dimensions of canals, peat-topography, availability and accessibility of transportation to the dam site. This research shows that there is strong correlation between canal blocking and the increasing of ground water level, where canal blocking is useful for raising the water table and moisturizing the soil.In the implementation of paludiculture, the certain species / commodities can survive  to wet condition, and also have economic value such as: Metroxylon spp, Nypa fruticans Wurmb, Alseodaphne spp. dan Nothaphoebe spp), dan Shorea spp. In order to survive the type of plants has to be selected and adjusted to the condition of peatlands water level. Keywords : Peatlands, paludikultur, canal blocking, restoration, ground water level

2019 ◽  
pp. 1-12
Author(s):  
Mohammad Farouk Abdelmagied

The stresses caused by the traffic load on the canal embankments were investigated. Conventional methods of slope stability provide a constant value of safety factor for the slope, providing no information of slope displacements and possible variations of safety margins along the potential failure surface. The design model admits the idea of a homogeneous, isotropic, continuous and linear space that can be deformed. (Plaxis 2D) finite element program was applied to analyze the slope stability of canals outer curve under traffic load. In this study four different conditions were tested; Condition No 1: Dry condition, when there is no ground water in embankment and canal is running at full supply level; Condition No 2: Dry condition, when there is no ground water in embankment and canal is running at lowest water level; Condition No 3: Wet condition, at fully ground water level in embankment and canal is running at full supply level; and Condition No 4: Wet condition, at full supply ground water level in embankment and canal is running at lowest water level. The embankment material tested for in-situ properties to clay and sand. And additional traffic load above embankment is considered to estimate the worst case.


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