This data is a table that contains list of literatures between 2015 and 2023, browsed using Google Scholar. The literatures are selected based on subject and under supervision of the author.

This data is a table that contains list of literatures between 2015 and 2023, browsed using Google Scholar. The literatures are selected based on subject and under supervision of the author.

This data is a table that contains list of literatures between 2015 and 2023, browsed using Google Scholar. The literatures are selected based on subject and under supervision of the author.

DigiBog_Hydro is a hydrodynamics model that is usually being used to model water-table dynamics in peatlands. We modelled drained tropical peatlands, typical of those found in Sebangau, Kalimantan, Indonesia. The modelled scenarios counted in several items: degree of peatland degradation, climate, ditch dam and bund existence, and bund depth. The degree of peatland degradation had two variants, which were moderately degraded (Mod-Dgr) and severely degraded (Sev-Dgr) peatlands. Three years with different climate conditions were simulated, which were a La Niña year (LaN) (1 February 2011 to 8 February 2012), an ENSO ‘Neutral’ year (Ntr) (1 February 2013 to 8 February 2014), and a El Niño year (ElN) (1 February 2015 to 8 February 2016). The ditch dam and bund existence variations were a drained peatland with ditch dams and bunds (Combined), a drained peatland with bunds but without dams (Bunded), a drained peatland with dams but without bunds (Dammed), and a drained peatland without dams and without bunds (Control). In the scenarios that involve bunds, two bunds variants were used, which were On-Surface (Os) and Extended (Ex). The DigiBog _Hydro model was supplied with net rainfall data, accompanied with hydraulic conductivity and specific yield data that were vary in the x-y plane and in depth. The model was also provided with initial and boundary condition data. The main model settings were stored in parameter and column status files. The outputs of DigiBog_Hydro were peatland water-table variations at a certain interval within the simulated period.

The temperature data were collected from a Forested and a Drained area in Sebangau Tropical Peatland, Kalimantan, Indonesia. The detail description can be read from the related paper:
Putra, S. S., Holden, J., & Baird, A. J. (2021). The effects of ditch dams on water‐level dynamics in tropical peatlands. Hydrological Processes, 35(5), e14174.

The temperature data were collected from a Forested and a Drained area in Sebangau Tropical Peatland, Kalimantan, Indonesia. The detail description can be read from the related paper:
Putra, S. S., Holden, J., & Baird, A. J. (2021). The effects of ditch dams on water‐level dynamics in tropical peatlands. Hydrological Processes, 35(5), e14174.

The water level and rainfall data were collected from three different sites in Sebangau Tropical Peatland, Kalimantan, Indonesia. The sites were forested peatland (Forested), drained peatland with ditch dam (Blocked), and drained peatland without dam (Drained). Hydrological monitoring was conducted at the three tropical peatland sites over a 6-month period between 22nd of August 2019 and 17th January 2020. There is an Automatic Weather Station (AWS) installed to capture meteorological condition in Drained and Blocked. Another AWS was installed in Forested. Both AWSs recorded rainfall, temperature, wind speed and direction, solar radiation, and relative humidity, allowing the calculation of potential evapotranspiration (PET based on the Penman-Monteith equation. Drained had three water-level loggers, two ditch level loggers, and seven manual wells. Blocked had four water-level loggers, two ditch level loggers, and seven manual wells. There were no manual monitoring wells in Forested due to access restrictions for routine data collection; therefore, six vented loggers were used to monitor water tables, recording at a three-hour interval too. There were twelve manual water-table readings at automatic wells in Forested as part of calibration checks.

The inter road user conflict of interest bringing on the increase of traffic accident record; in the situation, that pedestrian group usually became the victim, specially the student and the elderly with limitation on crossing the street. An instrument which implementing safety crossing concept, simple manufacture and operation (user friendly), as well as minimum traffic delay occurred, is indispensable. Pedestrian Crossing Protector (PIREN) will be a choice with the function of giving crossing guidance to pedestrian, at a special crossing demand condition. This instrument working concept is using minimum traffic time gap for guiding and managing crossing activity in proper and safe term. The sample crossing activity survey shows that pedestrian and speed characteristics weren’t suitable with the manual and need crossing facility. PIREN that was designed for that situation needs 12.11 seconds for taking across nine people, produces delta-flow and delta-degree of saturation as 24.796 pcu/hr and 0.0104 pts.