Effect of hydraulic loading rate on pollutant removal efficiency in subsurface infiltration system under intermittent operation and micro-power aeration

2016 ◽  
Vol 205 ◽  
pp. 174-182 ◽  
Author(s):  
Yongqiang Yang ◽  
Xuan Zhan ◽  
Shijun Wu ◽  
Mingliang Kang ◽  
Jianan Guo ◽  
...  
Keyword(s):  
Removal Efficiency ◽  
Loading Rate ◽  
Pollutant Removal ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
Intermittent Operation ◽  
Micro Power ◽  
Pollutant Removal Efficiency

scholarly journals The effect of high hydraulic loading rate on the removal efficiency of a quadruple media filter for tertiary wastewater treatment

2016 ◽  
Vol 107 ◽  
pp. 102-112 ◽  
Author(s):  
Philani Ncube ◽  
Marc Pidou ◽  
Tom Stephenson ◽  
Bruce Jefferson ◽  
Peter Jarvis
Keyword(s):  
Wastewater Treatment ◽  
Removal Efficiency ◽  
Loading Rate ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading

Influence of Pollutant Removal Efficiency on Natural Ventilation in GPPLF System

2013 ◽  
Vol 448-453 ◽  
pp. 468-471
Author(s):  
Xiao Bo Zhou ◽  
Cheng Duan Wang ◽  
Zhi Shuai Wang ◽  
Li Li Zhang ◽  
Xia Li
Keyword(s):  
Removal Efficiency ◽  
Treatment Effect ◽  
Natural Ventilation ◽  
Domestic Sewage ◽  
T Test ◽  
Pollutant Removal ◽  
Removal Rates ◽  
Hydraulic Loading ◽  
Perforated Pipe ◽  
Pollutant Removal Efficiency

Two Gravel-less Perforated Pipe Leach Fields systems with naturally ventilated or not were tested to treat domestic sewage under the hydraulic loading of 3.3 cm/d, and the differences of the two systems decontamination effect were also investigated by using T test. The results showed that the average removal rates of CODCr, TP, TN and turbidity were 86.1%, 58.0%, 61.1% and 93.6% in the naturally ventilated system, which was 2.0%, 5.4%, 10.2% and 3.2% higher than the normal GPPLF system under the same operating condition. T test indicated that the system of natural ventilation had little effect on removal of CODCr and TP, but could significantly improve the treatment effect of TN and turbidity.

scholarly journals EFISIENSI METODE MULTI SOIL LAYERING (MSL) DALAM PENYISIHAN COD DARI LIMBAH CAIR HOTEL (Studi Kasus: Hotel �X� Padang)

Jurnal Dampak ◽  
2012 ◽  
Vol 9 (2) ◽  
pp. 98
Author(s):  
Shinta Elystia ◽  
Shinta Indah ◽  
Denny Helard
Keyword(s):  
Removal Efficiency ◽  
Significant Influence ◽  
Organic Material ◽  
Loading Rate ◽  
Liquid Waste ◽  
Cod Removal ◽  
Soil Mixture ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
Soil Layering

ABSTRAKDalam penelitian dilakukan pengolahan limbah cair Hotel yang bersumber dari dapur dan laundri dengan metode Multi Soil Layering (MSL). Tujuan penelitian ini untuk menentukan efisiensi penyisihan COD dan mempelajari pengaruh faktor variasi material organik dalam campuran tanah pada lapisan anaerob dan variasi Hydraulic Loading Rate (HLR) terhadap efisiensi pengolahan limbah cair hotel dengan metode MSL. Dua buah reaktor MSL berdimensi 50 x 15 x 100 cm dengan lapisan batuan yang sama pada kedua reaktor berupa kerikil berukuran 35 mm serta lapisan anaerob berupa campuran tanah dengan arang (reaktor 1) dan campuran tanah dengan serbuk gergaji (reaktor 2) dengan rasio komposisi 2 : 1. Limbah dialirkan pada masing-masing reaktor dengan variasi HLR 500, 750, dan 1.000 l/m2hari. Konsentrasi COD sebelum diolah adalah 132,600201,240 mg/l, setelah diolah dengan MSL konsentrasi berubah menjadi 12,48088,920 mg/l. Secara umum, variasi material organik dalam campuran tanah tidak begitu berpengaruh pada penyisihan COD. Variasi HLR cukup berpengaruh, dimana HLR 500 l/m2hari memberikan efisiensi penyisihan COD yang lebih tinggi. Efisiensi penyisihan COD yang diperoleh pada penelitian ini berturut-turut pada reactor 1 berkisar antara 55 -90 % dan pada reactor 2 berkisar antara 56-89%. Hasil menunjukkan bahwa kedua reaktor mampu menyisihkan COD pada limbah cair hotel.Kata Kunci: COD, limbah cair hotel, multi soil layering (MSL)ABSTRACTResearch COD removal from hotel wastewater stemmed from laundry and kitchen with Multi Soil Layering method (MSL) was conducted. The aim were to observe COD removal efficiency and to study the effect of organic material variation in soil as the anaerob layer as well as the effect of various hydraulic loading rate (HLR). In this research, there were two MSL reactors with dimension of 50 x 15 x 100 cm. Aerob layers of both reactors in the form of gravel 3-5 mm sized while anaerob layers are composed from soil mixed with charcoal (reactor 1) and soil mixed with sawdust (reactor 2) with ratio 2:1. HLR of wastewater for each reactor are 500, 750, and 1.000 l/m2day. Concentration of COD was 132,600-201,240 mg/l. COD concentration successively reduced to 12,480-88,920 mg/l.This result indicated both reactors can cast aside COD and also neutralize hotel liquid waste pH. In general, organic material variation of in soil mixture, that is sawdust and charcoal did not show any significant influence. HLR of 500 l / m2/day allowed the best removal efficiency at each contaminant parameters. As a whole efficiency removal of COD at this research successively at reactor 1 ranged from 55-90%, and 56-89%.Key Words:COD, hotel wastewater, multi soil layering (MSL)

scholarly journals EFISIENSI DAN KAPASITAS PENYERAPAN FLY ASH SEBAGAI PENYISIHAN MINYAK DAN LEMAK DARI LIMBAH CAIR HOTEL DENGAN METODE MULTI SOIL LAYERING (MSL)

Jurnal Dampak ◽  
2013 ◽  
Vol 10 (1) ◽  
pp. 38
Author(s):  
Tivany Edwin ◽  
Shinta Indah ◽  
Denny Helard
Keyword(s):  
Waste Water ◽  
Removal Efficiency ◽  
Organic Material ◽  
Loading Rate ◽  
Quality Standard ◽  
Oil And Grease ◽  
Soil Mixture ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
Soil Layering

ABSTRAKMetode Multi Soil Layering (MSL) diujicobakan untuk menyisihkan minyak dan lemak pada limbah cair hotel yang berasal dari dapur dan laundry. Hasil analisis karakteristik limbah cair tersebut menunjukkan bahwa konsentrasi minyak dan lemak melebihi baku mutu Surat Keputusan Gubernur Sumatera Barat Nomor 26 Tahun 2001 tentang Baku Mutu Limbah Cair Bagi Kegiatan Hotel di Propinsi Sumatera Barat. Pada penelitian ini digunakan 2 buah reaktor berbahan akrilik dengan dimensi 50 x 15 x 100 cm, terdiri dari dua macam lapisan batuan kerikil berdiameter 3-5 mm serta lapisan yang terdiri dari campuran tanah dan material organik. Kedua reaktor dibedakan atas material organik, dimana reaktor 1 terdiri dari campuran tanah andisol dan arang, sedangkan reaktor 2 terdiri dari campuran tanah andisol dengan serbuk gergaji. Limbah cair dialirkan pada Hydraulic Loading Rate (HLR) dengan variasi 500, 750, dan 1.000 l/m2hari. Hasil penelitian menunjukkan bahwa kedua reaktor mampu menyisihkan minyak lemak dengan efisiensi 27,8 -89,5 % pada reaktor 1, serta efisiensi 23,8-62,5% pada reaktor 2. Variasi material organik dalam campuran tanah berpengaruh pada efisiensi penyisihan konsentrasi minyak dan lemak, dimana secara keseluruhan reaktor 1 lebih baik dalam menyisihkan minyak dan lemak dibandingkan reaktor 2. Efisiensi penyisihan minyak lemak didapatkan lebih tinggi pada reaktor 1 dengan pengaliran limbah cair pada HLR 500 l/m2hari. Secara umum MSL dapat menyisihkan minyak dan lemak pada limbah cair hotel.Kata Kunci : MSL, limbah cair hotel, minyak dan lemakABSTRACTMulti soil layering (MSL) method was tested to remove oil and grease in a hotel laundry and kitchen waste water which was exceeded water quality standard on hotel wastewater quality standard issued by West Sumatera Governor Number 26 Year 2001. There were two acrylic reactors utilized in this research with dimension of 50 x 15 x 100 cm. Each reactor aws arranged with layers of 3-5mm diameters gravels and soil and organic materials mixtures, organic material used were different in each reactor. Reactor 1 used charcoal as organic material in soil mixture, while reactor 2 used sawdust. Waste water was set to flow at 500, 750, and 1.000 l/m2day Hydraulic Loading Rate (HLR). The results showed that both reactors were able to remove oil and grease with efficiency range of 22.8,-89.5% by usnig Reactor 1, and 23.8-62.5% by using Reactor 2. The difference in organic material on soil mixture affected the removal efficiency which was higher in Reactor 1. Removal efficiency of oil and grease the highest at HLR of 500 l/m2day compared to other rates. Generally, MSL is able to remove oil and grease from hotel waste water. Keywords: MSL, hotel waste water, oil and grease

Landfill Leachate Treatment Using SSF-FWS Constructed Wetland Planted with Limnocharis flava and Eihhornia crassipes under Different Hydraulic Loading Rate

2013 ◽  
Vol 594-595 ◽  
pp. 344-349 ◽  
Author(s):  
Ain Nihla Kamarudzaman ◽  
Alice Dandun Anak Gana ◽  
Mohd Faizal Ab Jalil ◽  
Roslaili Abdul Aziz
Keyword(s):  
Constructed Wetland ◽  
Landfill Leachate ◽  
Loading Rate ◽  
Ph Value ◽  
Pollutant Removal ◽  
Leachate Treatment ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
The Difference ◽  
And Control

A laboratory-scale study was conducted using a combination of SSF and FWS constructed wetland planted with Limnocharis flava and Eichhornia crassipes to treat landfill leachate. The effects of hydraulic loading rate (HLR) on pollutant removal in landfill leachate as well as the difference in performance between the planted and control system were investigated. The HLR in the system was varied at 0.39 m/d and 0.55 m/d. The results showed that the SSF-FWS constructed wetland was successful in reducing the pH value, TSS and turbidity. The removal efficiency of TSS and turbidity were achieved 98.32% and 97.43%, respectively at 0.39 m/d HLR. The study concluded that different HLR and the presence of wetland plants have given significant effects on the constructed wetland performance.

PEMANFAATAN TANAH VULKANIK DALAM SISTEM MULTIPLE SOIL LAYERING (MSL) TERHADAP PEMURNIAN AIR IRIGASI TERPOLUSI

Jurnal BiBieT ◽  
2017 ◽  
Vol 2 (2) ◽  
pp. 49
Author(s):  
Welly Herman ◽  
Darmawan Darmawan ◽  
Gusnidar Gusnidar
Keyword(s):  
Irrigation Water ◽  
Loading Rate ◽  
Quality Standard ◽  
High Ability ◽  
Volcanic Soil ◽  
Soil Mixture ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
Soil Layering ◽  
Mesh Sieve

<p><em>The research aimed to make Volcanic soil of Multiple Soil Layering (MSL) with different Hydraulic Loading Rate (HLR) on the purification of polluted irrigation water and to determine the appropriate HLR against purification of polluted irrigation water. The research used an MSL system of the same Soil Mixture Block (SMB) size from a study done by </em><em>(Chen et al., 2007)</em><em> arranged in an Acrylic box measuring 50 cm x 10 cm x 60 cm (PxLxT). Making SMB is done by mixing volcanic soil, sawdust, iron, charcoal that has been mashed by 50 mesh sieve, with a combination of 7: 1: 1: 1. The MSL system is supplied with irrigation water taken from the Gunuang Nago irrigation and Pasar Baru area, Cupak Tangah village, Pauh IX sub-district, Padang continuously with different HLR of 250 L/m<sup>2</sup>/day,     500 L/m<sup>2</sup>/ day and 1000 L/m<sup>2</sup>/day. From the result of this research, it is found that MSL system can decrease pollutant content in polluted irrigation water until the concentration below the water quality standard based on PP. 82 of 2001 and MSL system with HLR 250 L/m<sup>2</sup>/day have high ability in purifying BOD and COD and HLR 1000 L/m<sup>2</sup>/day has a high ability in purifying NH<sub>4</sub><sup>+</sup>, NO<sub>2</sub><sup>-</sup> and NO<sub>3</sub><sup>-</sup> on polluted irrigation water.</em></p><p class="jbd-alamat"> </p><p class="jbd-alamat">Tujuan penelitian ini adalah untuk menentukan pengaruh tanah vulkanik dalam sistem <em>Multiple Soil Layering</em> (MSL) dengan <em>Hydraulic Loading Rate</em> (HLR) yang berbeda terhadap pemurnian air irigasi terpolusi. Penelitian  menggunakan sistem MSL dengan ukuran <em>Soil Mixture Block</em> (SMB) yang sama dari penelitian yang telah dilakukan (Chen, Sato, Wakatsuki, &amp; Masunaga, 2007)yang disusun di dalam kotak Acrylic berukuran 50 cm x 10 cm x 60 cm (PxLxT).  <em>Soil Mixture Block</em> terdiri dari tanah vulkanik, serbuk gergaji, besi, arang yang telah dihaluskan oleh ayakan 50 mesh, dengan perbandingan kombinasi 7:1:1:1.  Sistem MSL dialirkan air irigasi yang diambil dari irigasi Gunuang Nago dan Kawasan Pasar Baru, Kelurahan Cupak Tangah, Kecamatan Pauh IX, Padang secara terus menerus dengan HLR yang berbeda yaitu 250 L/m<sup>2</sup>/hari,  500 L/m<sup>2</sup>/hari dan 1000 L/m<sup>2</sup>/hari. Dari hasil penelitian diperoleh bahwa sistem MSL mampu menurunkan kandungan zat pencemar pada air irigasi terpolusi  mencapai kosentrasi di bawah baku mutu air berdasarkan PP No. 82 tahun 2001 dengan HLR 250 L/m<sup>2</sup>/hari mempunyai kemampuan yang tinggi dalam memurnikan kadar pencemar BOD dan COD sedangkan HLR 1000 L/m2/hari mempunyai kemampuan yang tinggi dalam memurnikan kadar pencemar NH<sub>4</sub><sup>+</sup>, NO<sub>2</sub><sup>-</sup> dan NO<sub>3</sub><sup>-</sup> pada air irigasi terpolusi.</p>

Aeration characteristics of a rectangular stepped cascade system

2010 ◽  
Vol 61 (2) ◽  
pp. 415-420 ◽  
Author(s):  
Sanjib Moulick ◽  
Naresh V. Tambada ◽  
Basant K. Singh ◽  
B. C. Mal
Keyword(s):  
Surface Area ◽  
Loading Rate ◽  
Experimental Results ◽  
Step Height ◽  
Optimum Number ◽  
Hydraulic Loading Rate ◽  
Hydraulic Loading ◽  
Aeration Efficiency ◽  
Stepped Cascade ◽  
Independent Parameters

Aeration experiments, maintaining nappe flow conditions, were carried out on a rectangular stepped cascade of total height 3.0 m to determine the total number of steps, slope of the entire cascade and hydraulic loading rate at which maximum overall aeration efficiency occurs, keeping the surface area of individual steps constant. Based on dimensional analysis, the overall aeration efficiency at standard conditions (E20) was expressed as a function of square of total number of steps (N2) and dimensionless discharge (dc/h), where dc and h represent critical depth in a rectangular prismatic channel and individual step height respectively. An empirical equation with E20 as the response and N2 and dc/h as the independent parameters was developed based on the experimental results subject to 36 ≤ N2 ≤ 196 and 0.009 ≤ dc/h ≤ 0.144. The experimental results showed that the overall aeration efficiency (E20) for a particular step height of stepped cascade increases with increase in dc/h up to a certain value and then decreases. This may be due to at higher dc/h, i.e., at higher hydraulic loading rate, the flow approaches the transition zone and thereby aeration efficiency decreases. E20 was also found to increase with number of steps at any hydraulic loading rate, because of the increased surface area of fall. The optimum number of steps, slope of the entire stepped cascade and hydraulic loading rate were found to be 14, 0.351 and 0.009 m2/s respectively producing the maximum value of overall aeration efficiency of 0.90.

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