2018
DOI: 10.1016/j.renene.2018.05.087
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Identifying the dominant physical processes for mixing in full-scale raceway tanks

Abstract: Biodiesels from microalgae are a promising alternative to fossil fuels with a number of unique benefits over other alternative fuel sources. However, to date, their viability in the fuels market remains infeasible due in part to a number of ine ciencies in the cultivation process. This has led to a growing interest in the hydrodynamics of open raceway tank (RWT) reactors, and cultivating conditions that are favorable to algae growth. In particular, two impediments require attention: the lack of vertical mixing… Show more

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Cited by 7 publications
(5 citation statements)
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“…Equation was widely used for experimental designs to measure the gas transfer rate, k L , during the re‐aeration process (Leman et al., 2018; Stenstrom, 2007; Tseng & Tinoco, 2020), which we will follow in Section 3.3.…”
Section: Introductionmentioning
confidence: 99%
“…Equation was widely used for experimental designs to measure the gas transfer rate, k L , during the re‐aeration process (Leman et al., 2018; Stenstrom, 2007; Tseng & Tinoco, 2020), which we will follow in Section 3.3.…”
Section: Introductionmentioning
confidence: 99%
“…Based on the Diffusive Boundary Layer theory (Danckwerts, 1951) with Fick's diffusion law: F=DCwzz=0 $F=-D{\left.\frac{\partial {C}_{w}}{\partial z}\right\vert }_{z=0}$ where C w is the local instantaneous DO concentration in water (see Figure 1a), the recovery curve of DO concentration under different scenarios can be used to fit the corresponding air‐water surface gas transfer rates, k L , by solving the above first order ordinary differential equation with an assumption that CDOt=0=0 ${C}_{D{O}_{t=0}}=0$: CDO=Csat][1exp)(1HkLt ${C}_{DO}={C}_{\mathit{sat}}\left[1-\mathrm{exp}\left(-\frac{1}{H}{k}_{L}t\right)\right]$ where H is the averaged water depth and C sat is the saturated DO concentration. The above re‐aeration equation was widely used for experimental designs to measure the gas transfer rate, k L , from the re‐aeration process (Leman et al., 2018; Stenstrom, 2007; Tseng & Tinoco, 2020, 2022).…”
Section: Methodsmentioning
confidence: 99%
“…where H is the averaged water depth and C sat is the saturated DO concentration. The above re-aeration equation was widely used for experimental designs to measure the gas transfer rate, k L , from the re-aeration process (Leman et al, 2018;Stenstrom, 2007;Tseng & Tinoco, 2020.…”
Section: Air-water Surface Gas Transfer Ratementioning
confidence: 99%
“…In the case of Free flow 𝜈 𝑎𝑣 is very low, presenting a maximum of 0.1 Hz at the minimum concentration (𝐶 𝑏 = 0.4 g•L− 1 ) and at the minimum linear displacement of 1m. 𝜈 𝑎𝑣 decreases exponentially due to the increase in concentration (𝐶 𝑏 ) and also due to the linear displacement length of the particles, which results in a limitation of the operation and explains why raceways reactors are constantly treated with limited productivity (Inostroza et al, 2021) , This is explained by the fact that a large number of particles have slight changes in their vertical position, according to the literature (Amini et al, 2016;Barceló-Villalobos et al, 2019a;Leman et al, 2018). The analysis has been carried out to a velocity of 0.22 m•s −1 , despite the fact that authors such as Barceló-Villalobos et al, 2019;Brindley et al, 2016 recommend increasing the velocity of the liquid to increase the frequency.…”
Section: Light Regimementioning
confidence: 99%