2017
DOI: 10.1007/s11270-017-3650-8
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Development of a Laboratory Method for the Comparison of Settling Processes of Road-Deposited Sediments with Artificial Test Material

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Cited by 12 publications
(20 citation statements)
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“…Sansalone et al (1998) reported 350< D 50 < 800 µm, Pratt and Adams (1984) a D 50 of approximately 680 µm, and Ellis and Harrop (1984) 600< D 50 < 1000 µm. Gelhardt, Huber, and Welker (2017) reported ρ of approximately 2500 kg/m 3 and Naves et al (2020) of approximately 2600 kg/m 3 for street solids. To avoid health hazards and for practical reasons, it was decided to use clean sand (ρ approximately 2650 kg/m 3 ) to mimic real street solids in the experiments.…”
Section: Solidsmentioning
confidence: 92%
“…Sansalone et al (1998) reported 350< D 50 < 800 µm, Pratt and Adams (1984) a D 50 of approximately 680 µm, and Ellis and Harrop (1984) 600< D 50 < 1000 µm. Gelhardt, Huber, and Welker (2017) reported ρ of approximately 2500 kg/m 3 and Naves et al (2020) of approximately 2600 kg/m 3 for street solids. To avoid health hazards and for practical reasons, it was decided to use clean sand (ρ approximately 2650 kg/m 3 ) to mimic real street solids in the experiments.…”
Section: Solidsmentioning
confidence: 92%
“…As these results partly differ from the results of Rommel and Helmreich [9] and the investigation was done with the model of a hydrodynamic separator and not a basic sedimentation unit, the settling column experiments proposed by Gelhardt et al [17] were adapted to further evaluate the effects of particle density, shape, temperature, and deicing salt (sodium chloride, NaCl) concentration. Based on these results, the model proposed by Rommel and Helmreich [9] was further developed to be able to model settling experiments and was consecutively validated.…”
Section: Introductionmentioning
confidence: 95%
“…However, previous studies have shown that SCMs exhibit reduced retention efficiency under winter conditions caused by low temperature and deicing salts [9][10][11]. To design the sedimentation stages of SQIDs, knowledge about particle characteristics and settling velocity distributions of RDSs is crucial [12,13], especially to separate fine particles and particles with low density, which show an increased contaminant load [5,[14][15][16][17]. In addition, the influence on settling by particle size distribution (PSD), particle density, and runoff event-specific properties, such as first flush and runoff volume and intensity, has been comprehensively studied [18][19][20][21][22][23].…”
Section: Introductionmentioning
confidence: 99%
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