KANDUNGAN KIMIA DARI LIMBAH LUMPUR INSTALASI PENGOLAHAN AIR MINUM UNTUK BETON GEOPOLIMER DENGAN XRF

Nuryanti Nuryanti; Ridha Arizal; Dian Arrisujaya

doi:10.31938/jsn.v7i2.254

KANDUNGAN KIMIA DARI LIMBAH LUMPUR INSTALASI PENGOLAHAN AIR MINUM UNTUK BETON GEOPOLIMER DENGAN XRF

Jurnal Sains Natural ◽

10.31938/jsn.v7i2.254 ◽

2019 ◽

Vol 7 (2) ◽

pp. 48

Author(s):

Nuryanti Nuryanti ◽

Ridha Arizal ◽

Dian Arrisujaya

Keyword(s):

Waste Water ◽

Compressive Strength ◽

Drinking Water ◽

Water Treatment ◽

Drinking Water Treatment ◽

Fine Sand ◽

Strength Test ◽

Geopolymer Concrete ◽

X Ray ◽

Compressive Strength Test

Chemical Containt of Waste Water Installation of Drinking Water Treatment for Geopolymer Concrete by XRF Preparation of geopolymer concrete from waste water installation of drinking water treatment (WIDWT) was manufactured in accordance with SNI. Specimen of size 5 x 5 x 5 cm cubes was used for the concretes. The mortar material consisted of binders, activator, aggregate (fine sand) and water (60% of aggregate and 40% of activators and binders). The composition of the activator and binder mixture were 1: 2; 1: 1,5; 1: 1; 1.5: 1; and 2: 1. The results of the comparison of binders A and B were 4.2: 1 and 6.5: 1. The binders were divided into 2 types: A binder (sludge of WIDWT was dried with oven at 105oC for 24 hours) and B Binder (sludge of WIDWT was dried by kiln at 650oC for 6 hours). The highest compressive strength test was 10.00 MPa on binder A with the ratio of activator and binder 1: 1 and Si: Al ratio (4.2: 1). Binder B with a compressive strength of 9.87 MPa with the ratio of activator and binder 1.5: 1 and Si: Al ratio (6.5: 1). Samples of IPAM sludge waste were tested by X-Ray Fluorescence (XRF), compressive strength testing of mortar geopolymer with Toni-Technik compressive strength test. The highest value of compressive strength appropriated to SNI 03-0691-1996 in class D which can be applied for City Park.Keywords: geopolymer, WIDWT, XRF, activator, binder ABSTRAK Pembuatan beton geopolimer dari limbah instalasi pengolahan air minum (IPAM) telah dilakukan. Beton geopolimer dibuat sesuai dengan SNI pembuatan mortar geopolimer dengan ukuran 5 x 5 x 5 cm. Bahan mortar terdiri dari binder, larutan aktivator dan agregat (pasir halus) serta air dengan perbandingan 60% (agregat) dan 40%(aktivator dan binder). Parameter variasi campuran aktivator dan binder yaitu 1:2; 1:1,5; 1:1; 1,5:1; dan 2:1. Binder dibagi menjadi 2 jenis yaitu Binder A (lumpur IPAM yang dikeringkan dengan oven pada suhu 105oC selama 24 jam) dan Binder B (lumpur IPAM yang dikeringkan dengan tanur pada suhu 650oC selama 6 jam). Hasil perbandingan binder A dan B adalah 4,2:1 dan 6,5:1. Hasil uji kuat tekan tertinggi sebesar 10,00 Mpa pada binder A dengan perbandingan aktivator dan binder 1:1 dengan perbandingan Si:Al (4,2:1). Binder B dengan kuat tekan 9,87 Mpa dengan perbandingan aktivator dan binder 1,5:1 dengan perbandingan Si:Al (6,5:1). Sampel limbah lumpur IPAM diuji dengan X-Ray Flourescene (XRF), pengujian kuat tekan mortar geopolimer dengan alat uji kuat tekan merk Toni-Technik. Nilai kuat tekan tertinggi memasuki persyaratan mutu SNI 03-0691-1996 pada kelas D yang bisa diaplikasikan untuk taman kota.Kata Kunci: geopolimer, IPAM, XRF, aktivator, binder

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Preparation of a Zirconia-Based Ceramic Membrane and Its Application for Drinking Water Treatment

Symmetry ◽

10.3390/sym12060933 ◽

2020 ◽

Vol 12 (6) ◽

pp. 933

Author(s):

Mohamed Boussemghoune ◽

Mustapha Chikhi ◽

Fouzia Balaska ◽

Yasin Ozay ◽

Nadir Dizge ◽

...

Keyword(s):

Drinking Water ◽

Water Treatment ◽

Ceramic Membrane ◽

Slip Casting ◽

Drinking Water Treatment ◽

Raw Water ◽

Permeate Flux ◽

Filtration Time ◽

X Ray ◽

Total Coliforms

This work concerns the preparation of a mineral membrane by the slip casting method based on zirconium oxide (ZrO2) and kaolin. The membrane support is produced from a mixture of clay (kaolin) and calcium carbonate (calcite) powders using heat treatment (sintering). Membrane and support characterization were performed by Scanning Electron Microscopy (SEM), X-ray Fluorescence (XRF), Fourier Transform Infrared Spectroscopy (FTIR), X-ray Diffraction (XRD), and Raman Spectroscopy. The prepared mineral membrane was tested to treat drinking water obtained from different zones of the El Athmania (Algeria) water station (raw, coagulated, decanted, and bio filtered water). Experimental parameters such as permeate flux, turbidity, and total coliforms were monitored. The results showed that the mineral membrane was mainly composed of SiO2 and Al2O3 and the outer surface, which represented the membrane support, was much more porous than the inner surface where the membrane was deposited. The permeate flux of the raw water decreased with filtration time, due to a rejection of the organic matters contained in the raw water. Moreover, the absence of total coliforms in the filtrate and the increase in concentration in the concentrate indicate that the prepared mineral membrane can be used for drinking water treatment.

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X-ray absorption spectroscopy as a tool investigating arsenic(III) and arsenic(V) sorption by an aluminum-based drinking-water treatment residual

Journal of Hazardous Materials ◽

10.1016/j.jhazmat.2009.06.102 ◽

2009 ◽

Vol 171 (1-3) ◽

pp. 980-986 ◽

Cited By ~ 26

Author(s):

Konstantinos C. Makris ◽

Dibyendu Sarkar ◽

Jason G. Parsons ◽

Rupali Datta ◽

Jorge L. Gardea-Torresdey

Keyword(s):

Drinking Water ◽

Water Treatment ◽

Absorption Spectroscopy ◽

Drinking Water Treatment ◽

X Ray ◽

X Ray Absorption ◽

Water Treatment Residual

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Kelayakan Abu Terbang PLTU Buntoi Sebagai Campuran Beton Geopolimer

Media Ilmiah Teknik Sipil ◽

10.33084/mits.v9i2.2063 ◽

2021 ◽

Vol 9 (2) ◽

pp. 102-108

Author(s):

Dadang Suriyana ◽

Liliana Sahay ◽

Okta Meilawaty

Keyword(s):

Compressive Strength ◽

Strength Test ◽

Geopolymer Concrete ◽

Conventional Concrete ◽

Second Stage ◽

Compressive Strength Test ◽

Compressive Strength Of Concrete ◽

Maximum Compressive Strength ◽

Geopolymer Material ◽

Geopolymer Paste

The main basic ingredients needed for the manufacture of this geopolymer material are materials that contain a lot of silica and aluminia elements. The 1st stage test was carried out to determine the geopolymer paste with the maximum compressive strength at the ratio of NaOH to Na2SiO3 of 1; 1.5; 2; 2.5. The second stage of testing was carried out using a geopolymer paste with the highest compressive strength, namely the ratio of NaOH to Na2SiO3 of 2.5 with a compressive strength of 22.56 MPa. Based on the results of the compressive strength test, the maximum compressive strength at the age of 28 days is 7.64 MPa. The results of the compressive strength of concrete are much lower than the compressive strength of the paste, it shows that the paste does not bind too much with the aggregate. This is evidenced by the results of the compressive strength of conventional concrete which is much higher than that of geopolymer concrete using the same aggregate. With the results of the maximum compressive strength at the age of 28 days is 29.51 MPa.

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Polar Organic Pollutants on Their Way from Waste Water to Drinking Water

Water Science & Technology ◽

10.2166/wst.1992.0298 ◽

1992 ◽

Vol 25 (11) ◽

pp. 241-248 ◽

Cited By ~ 12

Author(s):

H. Fr. Schröder

Keyword(s):

Waste Water ◽

Drinking Water ◽

Water Treatment ◽

High Performance ◽

Waste Water Treatment ◽

Sewage Treatment ◽

Drinking Water Treatment ◽

Mass Spectrometers ◽

Water Treatment Process ◽

On Line

The examination of pollutants in waste-, surface- and drinking water by sum parameters like COD, BOD or TOC gives no information about their toxicity or behaviour in the drinking water treatment process. As many pollutants leaving sewage treatment plants are polar and/or thermolabile, gas Chromatographic (GC) separation coupled on-line with a mass spectrometer (MS) is not applicable to this problem. Newly established analytical methods like high performance liquid chromatography (HPLC) in on-line combination with mass- (MS) or tandem mass spectrometers (MS/MS) using soft ionization techniques like thermospray (TSP) would help to solve these problems. The comparison of GC- and LC/MS-spectra demonstrates increasing polarity beginning at the waste water treatment and ending at the drinking water treatment. It was possible to identify and quantify selected compounds, and elimination efficiency could be reviewed by comparing overview spectra. The knowledge about the existence of these compounds in waste-, surface- and drinking water requires strategies for elimination, avoidance or degradation.

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Using fibers in the reinforcement of concrete

Material Science Research India ◽

10.13005/msri/070105 ◽

2010 ◽

Vol 7 (1) ◽

pp. 49-58

Author(s):

S. M. El-Marsafy

Keyword(s):

Compressive Strength ◽

Strength Test ◽

Fiber Reinforced Concrete ◽

Fiber Concentration ◽

X Ray ◽

Recycled Polypropylene ◽

Compressive Strength Test ◽

Main Target ◽

Concrete Blocks ◽

The Cost

The main target of the present research is to study the possibility of utilizing used (recycled) polypropylene (PP) packages in the reinforcement of concrete as an alternate for the virgin mono-filament and mesh PP currently in use in Fiber-Reinforced Concrete (FRC). The over-arching benefits of loading concrete with used PP may be summarized as: reducing the cost of FRC as a step towards wider range of applications, as well as utilizing a solid waste as a step towards a cleaner environment. In the present work PP fibers of different geometry (mesh, monofilament and recycled) are added to concrete in different concentrations namely: 0.1% by volume, equivalent to 900 gm fiber/m3 concrete and 0.2% by volume equivalent to 1800 gm fiber/m3 concrete. The concrete specimens are subjected to both normal (soaking in water) and severe (soaking in acids at various concentrations) conditions, for periods of time: 7, 14 and 21 days. Compressive strength test was applied for all prepared blocks after soaking for 7, 14 and 21 days and the average values are recorded. The results obtained for the FRC are compared with those of the blank sample. Results showed that incorporating PP to concrete blocks leads to an enhancement in the compressive strength with increasing the incorporated-fiber concentration up till 0.1%, above which the compressive strength decreased significantly. On soaking in H2SO4, the highest strength for the three types of PP fibers was recorded after 14 days, after which the strength deteriorated rapidly until it reached the lowest value after 21 days. X-Ray analysis was applied in an attempt to interpret the obtained results.

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Effect of discontinuous curing and ambient temperature on the compressive strength development of fly ash based Geopolymer concrete

MATEC Web of Conferences ◽

10.1051/matecconf/201816202026 ◽

2018 ◽

Vol 162 ◽

pp. 02026 ◽

Cited By ~ 4

Author(s):

Bayrak Almuhsin ◽

Tareq al-Attar ◽

Qais Hasan

Keyword(s):

Compressive Strength ◽

Fly Ash ◽

Ambient Temperature ◽

Rest Period ◽

Positive Influence ◽

Strength Test ◽

Strength Development ◽

Geopolymer Concrete ◽

Compressive Strength Test ◽

Compressive Strength Development

In the current study, 6 mixtures of Geopolymer concrete have been studied. The effect of discontinuous curing in oven and in atmosphere ambient temperature has been inspected by exposing the Geopolymer concrete specimens to temperature in the oven for few hours then stopping the oven to let it cool down to the ambient temperature. The compressive strength test of 100x200 mm cylindrical specimens for each mixture has been performed at different ages. It was found that the ambient temperature has vast effect on the compressive strength of the Geopolymer concrete in discontinuous curing. Discontinuous curing saves energy and can be a good replacement to the continuous curing when the ambient temperature is 40°C or more. Specimens that were cured continuously in ambient temperature of 43°C has resulted in compressive strength of 23 MPa at age of 40 days; to enhance the compressive strength, it is advised to impose few hours of discontinuous oven curing. It was also found that the rest period (starts when pouring concrete in forms and ends when imposing oven curing to the Geopolymer) has a positive influence on the compressive strength of Geopolymer concrete, but when no rest period is allowed, the later ages compressive strength is remarkably higher.

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Surface arsenic speciation of a drinking-water treatment residual using X-ray absorption spectroscopy

Journal of Colloid and Interface Science ◽

10.1016/j.jcis.2007.02.078 ◽

2007 ◽

Vol 311 (2) ◽

pp. 544-550 ◽

Cited By ~ 23

Author(s):

Konstantinos C. Makris ◽

Dibyendu Sarkar ◽

Jason G. Parsons ◽

Rupali Datta ◽

Jorge L. Gardea-Torresdey

Keyword(s):

Drinking Water ◽

Water Treatment ◽

Absorption Spectroscopy ◽

Arsenic Speciation ◽

Drinking Water Treatment ◽

X Ray ◽

X Ray Absorption ◽

Water Treatment Residual

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Investigation on the feasibility of resource utilizing drinking water treatment sludge as a pozzolan to prepare cement-based materials

E3S Web of Conferences ◽

10.1051/e3sconf/202126702006 ◽

2021 ◽

Vol 267 ◽

pp. 02006

Author(s):

Qiong Jia ◽

Jinsuo Lu ◽

Jing Yang

Keyword(s):

Drinking Water ◽

Water Treatment ◽

Amorphous State ◽

Drinking Water Treatment ◽

Water Treatment Sludge ◽

X Ray ◽

Pozzolanic Reactivity ◽

Cement Based Materials ◽

Main Components ◽

Sludge Ash

The characteristics of four kinds of sludge obtained from different drinking water treatment plants in Australia and China were contrastively analyzed in this study using x-ray fluorescence, scanning electron microscopy, and x-ray diffraction. The conducted SAI test determined the pozzolanic reactivity of drinking water sludge ash (DWSA), which was derived from the grinding and calcination of drinking water treatment sludge (DWTS). The results indicated that the Al2O3 and SiO2 were the main components of DWTS, and the main crystalline minerals in DWTS were quartz, kaolinite, and aluminum sulfate hydroxide hydrate, which can be transformed into the reactive amorphous state after calcination at 800 ºC. Also, the SAI index of DWSA-derived mortar samples met the requirement, indicating a satisfying pozzolanic reactivity. Therefore, the DWTA was possible to be recycled as a pozzolan in cement-based materials.

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