Analisa Penerapan Resapan Biopori Pada Kawasan Rawan Banjir Di Kecamatan Telaga Biru

Surface Runoff occurs due to high rainfall that falls in an area that is able to caused flooding. Infiltration Biopori Technology serves to reduce storm water runoff is to increase the water absorbing soil thus reducing surface runoff that often causes floods. This research aim was to get the value of infiltration without biopori infiltration and infiltration with infiltration biopori, as well as obtaining the presentation of discharge runoff can be reduced by 1 piece infiltration biopori on a plot of land with an area of 100 m2. The research methods used quantitative methods. Primary data obtained from testing on-site infiltration studies used Single Tool Infiltrometer Ring with a diameter of 25 cm, were analyzed used the method of Horton Curve. Secondary data, precipitation last 10 years from the year 2006 to 2015 obtained from BMKG Djalaludin Gorontalo Airport consists of three stations that BPP-Tapa, Talumelito, Slamet Djalaludin Gorontalo, then analyzed used rational methods to obtain discharge of the runoff. Analysis of the results obtained, infiltration without absorption biopori was 4.5 cm / hour, once created biopori infiltration infiltration rate rose to 38.1 cm / hour, and 1 absorption biopori on a plot of land with an area of 100 m2 can reduce runoff discharge at 10.82%

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The Reseach of Sorbent Usage for Oil Products Removal from Storm Water Runoff

International Conference on Agricultural, Ecological and Medical Sciences (AEMS-2014) Feb. 6-7, 2014 Bali (Indonesia) ◽

10.15242/iicbe.c0214017 ◽

2014 ◽

Keyword(s):

Oil Products ◽

Storm Water ◽

Water Runoff ◽

Storm Water Runoff

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FLOOD ADAPTIVE SETTLEMENTS TOWARDS URBAN DEVELOPMENT IN THE RIPARIAN OF MEUREUDU RIVER, ACEH PROVINCE, INDONESIA

Malaysian Journal of Sustainable Environment ◽

10.24191/myse.v6i2.8685 ◽

2019 ◽

Vol 6 (2) ◽

pp. 47

Author(s):

Mirza Irwansyah ◽

Cut Nursaniah ◽

Laila Qadri

Keyword(s):

Quantitative Methods ◽

Secondary Data ◽

Easy Access ◽

Water Runoff ◽

Pattern Design ◽

The People ◽

Large Numbers ◽

Aceh Province ◽

Secondary Data Sources ◽

Residential Pattern

Meureudu Riparian in the past was a place of a collective settlements; it was then developed to become a Meureudu City in Aceh Province, Indonesia. Initially, it was formed as traditional fishermen settlements but now has shifted into semi-modern settlements. However, the settlements developed sporadically to form an unplanned pattern of settlements. This condition resulted in low maintaining river and non-adaptive existence of the dwellings with the environment. Floods occur repeatedly in the river that affected great lost to the community. This study aimed to propose residential pattern design and adaptive settlements with Meureudu River riparian. Easy access roads to markets will facilitate economy growth to the people. This will also cause large numbers of unbridled migrants to enter and build settlements. In this study the a combination of quantitative methods based on interview data and questionnaires and qualitative exploratory methods based on field observation were used. The data were collected through observation, field measurement and secondary data sources. The results show that the condition of settlements along the river basin do not reflect the culture of the river. In order not to further aggravate the condition of the settlement and its impact on the occupants, we recommended two types of houses, namely in the form of stage and non-stage. The stage houses are located on the riverfront with an orientation overlooking the river. Additionally, undersea area can be used as security from the puddle of river water runoff during the flood and as a garden area and public while dry, while at a distance of 100 meters from the river non-stage houses form would be built because the runoff of flood water no longer affects the occupancy.

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Long-Term Simulation of Pollutant Loads in Treatment Plant Effluents and Combined Sewer Overflows

Water Science & Technology ◽

10.2166/wst.1990.0290 ◽

1990 ◽

Vol 22 (10-11) ◽

pp. 69-76 ◽

Cited By ~ 5

Author(s):

A. Durchschlag

Keyword(s):

Waste Water Treatment ◽

Treatment Plant ◽

Storm Water ◽

Water Runoff ◽

Storage Tanks ◽

Combined Sewer Overflows ◽

Storm Water Runoff ◽

Combined Sewer ◽

Hydraulic Load ◽

Water Tanks

As a result of urbanization, the pollutant discharges from sources such as treatment plant effluents and polluted stormwaters are responsible for an unacceptable water quality in the receiving waters.In particular, combined sewer system overflows may produce great damage due to a shock effect. To reduce these combined sewer overflow discharges, the most frequently used method is to build stormwater storage tanks. During storm water runoff, the hydraulic load of waste water treatment plants increases with additional retention storage. This might decrease the treatment efficiency and thereby decrease the benefit of stormwater storage tanks. The dynamic dependence between transport, storage and treatment is usually not taken into account. This dependence must be accounted for when planning treatment plants and calculating storage capacities in order to minimize the total pollution load to the receiving waters. A numerical model will be described that enables the BOD discharges to be continuously calculated. The pollutant transport process within the networks and the purification process within the treatment plants are simulated. The results of the simulation illustrate; a statistical balance of the efficiency of stormwater tanks with the treatment plant capacity and to optimize the volume of storm water tanks and the operation of combined sewer systems and treatment plants.

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