scholarly journals Evaluation of Drainage Channels Capacity in Ambon City: A Case Study on Wai Batu Merah Watershed Flooding

2015 ◽  
Vol 125 ◽  
pp. 263-269 ◽  
Author(s):  
Cilcia Kusumastuti ◽  
Ruslan Djajadi ◽  
Angel Rumihin
Keyword(s):  
2016 ◽  
Vol 845 ◽  
pp. 18-23
Author(s):  
Siti Qomariyah

Fresh water resources have been depleted and polluted globally. Many developed countries have encouraged in using grey water recycling as an alternative water resource. Many developing countries are however very slow to adopt the need for the alternative. Surakarta City is the second largest city in Central Java Province, Indonesia. The city is experiencing in drought and flooding. Rivers and groundwater have been polluted as well. This paper recommended decentralized urban greywater management strategies with two greywater treatment systems i.e. Two-stage and Subsurface constructed wetland systems. The application of the systems could provide householders getting significant water saving, reducing the amount of wastewater entering the existing drainage channels, and improving surface and groundwater quality.


2019 ◽  
Vol 2 (1) ◽  
Author(s):  
Sumarno Sumarno ◽  
Atik Wahyuni

One of the roads that is still a subscription to flooding in Surabaya when it rains is on Kedung Mangu road. Besides being close to the northern coast of Surabaya, Kedung Mangu road channel edge is still very small and a lot of trash and sediment. In this study the authors used secondary Gumbel method using the data from relevant agencies and secondary of data from observations in the field. Reviews These rainfall of data include the data, the data pool of the data the tide and the dimensions of the existing channels and other auxiliary buildings. From the data and the calculation, the value of the average rainfall is 93.41 mm / day. Rainfall intensity 25-year period is 47.949 mm / hour. While the flood discharge plan is 174.859 m3 / h. Its existing discharge chute is 100 908 m3 / h. From the Data Obtained tide high tide value of 150 cm occurred on December 13, 2016 and to its Lowest ebb -130 cm occurred on January 25, 2016. Thet Type of Surabaya's northern sea tides is the mixed tide. From the calculation and analysis can be concluded that the more influential is the amount of rainfall and dimensions and road conditions in the channel Kedung Mangu. So as to cope with floods In These locations, the dimensions of the channel should be enlarged.


2016 ◽  
Vol 21 (1) ◽  
Author(s):  
ŞTEFANIA GRIGORIE (OMRANI) ◽  
FLORINA GRECU

<p>The aim of this paper is to analyze the fluvial landforms and to identify the main factors that influence the Danube floods. In this respect, we have performed a short analysis of the morphological and morphometric elements of the Danube Floodplain from the Oltenita - Calarasi area, of the wetlands and a correlation between these and the floods that have been cause. Finally, the current situation of embankments was assessed. For understanding the causes of floods in the studied area, two aspects should be taken into consideration: the morphometric and morphologic properties of the floodplain (low altitudes, low slope, low <a href="http://hallo.ro/search.do?l=ro&amp;d=en&amp;query=roughness">roughness</a>) and human intervention (drainage of the lakes and wetlands, harnessing measures like irrigation and drainage channels, lack of embankments rehabilitation).</p>


UKaRsT ◽  
2019 ◽  
Vol 3 (1) ◽  
pp. 74
Author(s):  
Romadhon Romadhon

ABSTRACT Syaifudin Zuhri, NIM. 14512800, 2019, Planning Of Drainage System And Pavement (Case Study: Environmental Village Banjaran Kediri), Supervisor: Drs. SIGIT WINARTO, St. Mt., Supervisor II: IR. SUDJATI, SP1.Drainage channels to drain the wastewater is dirty water from households and from the rain. The purpose of this drainage planning is to plan the dimensions calculated channels after knowing the rain water discharge and discharge dirty water from households that must be accommodated in the channel. After the dimensions sufficient to drain off rain water or dirty water then it will not overflow of water or flood occurred at a time when it was raining. The data used to plot this drainage is complete with the topography situation maps used for planning the direction of flow. Further rainfall data from three stations for 20 years who later tested the consistency, test its homogeneity. Debit calculated on the basis of high average rainfall with a rational method of Q = 0.2778 x C x I x a. Then calculated Komulatif discharge (Discharge rain water + wastewater discharge citizens) to plan the drainage channels. Discharge of Komulatif then calculated dimensions of its channels with Manning formulas, namely: Q = 1/n x R ^ (2/3) x S ^ (1/2) x a.Of the map data and topographic situation obtained the type size of the funnel and after is calculated with a formula of Manning gained square dimensions: b = 0.80 m and h = 0.10 m. in addition also obtained the protection of 0.70 m high, then from the dimensions calculated Plan Cost budget (RAB) amounting to Rp. 2,929,983,000.00After the survey and design of pavement, designed using the width and height dimensions of 1.10 m sidewalk 0.20 m. using the cover the Cover stone lined Ditch U-Andhesit 20x40, floor tile Line 30x30 for disabled pedestrians disability, brush/stone ampyang for Iron Manhole 70x70 fastener.  Keywords: Drainage System, Water Debit, Method Calculation


2017 ◽  
Vol 54 ◽  
pp. 205-209
Author(s):  
G. Farina ◽  
M. Bolognesi ◽  
S. Alvisi ◽  
M. Franchini ◽  
A. Pellegrinelli ◽  
...  

2009 ◽  
Vol 6 (2) ◽  
Author(s):  
Jeffrey C. Vaglio

When Los Angeles was founded in 1781, the mountains, river and shore formed the landscape. Today, street grids and a superimposed network of meandering freeways blanket the valleys while clusters of high-rises emerge periodically to provide underpinnings of the city’s identifiable neighborhoods. Only the Los Angeles River is invisible, reduced to concrete-lined drainage channels, denuded of riparian vegetation, bounded by rail lines, hidden behind industrial plants and beneathfreeways. What is a river without water? Throughout landscapes, urban and rural alike, rivers and infrastructure intertwine like tendons to connect cities to natural resources and each other. This dance is particularly evident in an 11-mile stretch of the 51-mile river referred to as Reach 2 where the 710 Long Beach Freeway parallels, elevates, and hurdles the concrete-lined depression of the barren riverbed. Ten cities comprise Reach2, which fail to garner the attention of Downtown Los Angeles to the north and the Long Beach estuary to the south. As a result of this intermittency, these cities suffer from social and infrastructural neglect, while struggling to develop positive community identity. In modern multi-city metropolitan areas, governmental centers dominate the political infrastructure. Meanwhile, physical infrastructures, such as freeways, often divide these cities. This research seeks to invert these paradigms in an effort to celebrate city identity at political borders, and transform physical divisions into cultural connections. Research and a design prototype were developed in a unique multi-disciplinary graduate studio environment. Reach 2 is compared to Tokyo to extract potential community identities to support dense and vibrant future development. Additionally, an innovative four-dimensional land-use analysis is conducted across the region to identify voids/opportunities for optimal multi-use development. These investigations culminate in a design prototype at the Rio Hondo Confluence.


Jurnal Zona ◽  
2021 ◽  
Vol 5 (2) ◽  
pp. 66-76
Author(s):  
Gandung Rahmadi ◽  
Imam Suprayogi ◽  
Joleha Joleha

Changes in land use, namely from cultivated land to closed land or settlements, make the water demand in the area increase, if the water that comes out is not balanced with the water that enters the ground, it will cause a decrease in the ground water level. Another problem that arises due to changes in land use is runoff, where runoff occurs due to rainfall exceeding the suction power or infiltration of the soil, so that over time the runoff becomes a puddle and can even cause flooding. One way to overcome these problems is to apply infiltration wells. This case study takes place in the Hang Tuah Cipta Residence Housing Area, Pekanbaru. From the results of field research and Hydrological data analysis revealed that the main existing drainage channel discharge with a discharge capacity of 0.923 m³/s is unable to accommodate the discharge that occurs at 1.19 m³/s. Segment or secondary drainage channels Q12 and Q13 are also unable to accommodate the discharge that occurs at 0.085 m³/s with a capacity of 0.06 m³/s. Based on the analysis results it is planned that the infiltration well with a radius of 0.5 m and a depth of 9 m which has a capacity of 0.0022 m³/s. After the planned discharge infiltration well comes out to be 0.88 m³/s, it means that the discharge does not exceed drainage capacity of 0.923m³/s.


2017 ◽  
Author(s):  
Aris Rinaldi

ABSTRACT Water is an aspect that is often becoming a problem in the mining industry. In a system of open pit mine, the water that comes from surface water and groundwater is collected into a temporary collecting pond which is commonly referred to as sump. This paper analyzes a case study of optimization of sump at an open pit coal mine in South Borneo.The design of sump often ignores the role of groundwater. It has quite an impact on the efficiency of the design of the sump and the number of pumps used during the dewatering process. The process of pumping on the open pit system considers the total amount of water that runs into the pond of water, not only surface water alone. Moreover, the interconnected drainage channels and culverts also play a role in the optimization of the open pit sump system.Analysis of hydrogeological decision has an enormous role in the sump optimization, including sump design, pump usage, and the total number of culverts on the system so that the open mine pit design, which has good technical and economic value, can be obtained.Keywords: mines hydrogeology, open pit mines, groundwater.


2019 ◽  
Vol 2 (1) ◽  
pp. 1
Author(s):  
Sulardi Sulardi

ABSTRAK  Salah satu permasalahan yang dihadapi di kawasan kilang pengolahan minyak Balikpapan adalah masalah limpasan banjir dari kawasan pemukiman penduduk dan dari lingkungan komplek perumahan pekerja kedalam area kilang. Limpasan banjir menggenangi instalasi perpipaan dan peralatan operasi kilang yang dapat mengganggu operasi kilang. Penelitian ini bertujuan untuk memberikan gambaran faktor dan penyebab masalah limpasan banjir di kilang serta metode perbaikannya. Penelitian ini menggunakan metode penelitian aplikasi dengan pendekatan studi kasus penanganan masalah limpasan banjir kilang. Hasil penelitian menunjukan bahwa faktor dan penyebab limpasan banjir kilang Balikpapan adalah faktor alat, yakni dimensi dan konfigurasi saluran drainase yang tidak sesuai serta masih tergabungnya saluran pembuangan air dari luar kilang dengan saluran air dalam kilang.  Metode perbaikan yang dilakukan adalah dengan melakukan pemisahan saluran air dari luar kilang dibuat terpisah dengan saluran air buangan dari dalam kilang dan memodifikasi saluran eksisting dengan dimensi dan konfigurasi saluran yang sesuai. Hasil penelitian menunjukan bahwa metode perbaikan dengan pemisahan saluran dari luar kilang dan dari dalam kilang terbukti efektif dan cocok digunakan untuk mencegah dan mengendalikan limpasan banjir di area kilang utara.  Hasil penelitian ini merekomendasikan bahwa keberhasilan metode penanganan permasalahan ini dapat direplikasi untuk mengatasi permasalahan sejenis. Kata kunci : Limpasan banjir, modifikasi, re-route saluran dainase ABSTRACT One of the problems in the Balikpapan oil refinery area is flood runoff from residential areas and from the neighborhoods of workers' housing complexes to the refinery area. Flood runoff inundates pipeline installations and refinery operating equipment which can disrupt refinery operations. This study aims to provide an overview of the factors and causes of flood runoff problems in refineries and their improvement methods. This study uses an application research method with a case study approach to handling refinery runoff problems. The results showed that the factors and causes of the Pertamina Balikpapan refinery flood runoff were tool factors, namely the dimensions and configuration of inappropriate drainage channels and the incorporation of water drains from outside the refinery with drains for refineries. The method of repair that is done is by separating the drains from outside the refinery to be made separate from the sewerage from inside the refinery and modifying the existing channel with the appropriate dimensions and channel configurations. The results showed that the method of repair with the separation of channels from outside the refinery and from the refinery proved to be effective and suitable to be used to prevent and control flood runoff in the northern refinery area. The results of this study recommend that the success of this problem handling method can be replicated to overcome similar problems.Keywords: Flood runoff, modification, re-routing of dainase channels


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