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Hydrodynamic characteristics of 30%TBP/kerosene-HNO3 solution system in an annular centrifugal contactor

NUCLEAR CHEMISTRY, RADIOCHEMISTRY, NUCLEAR MEDICINE

Hydrodynamic characteristics of 30%TBP/kerosene-HNO3 solution system in an annular centrifugal contactor

Hong-Lin Chen
Jian-Chen Wang
Wu-Hua Duan
Jing Chen
Nuclear Science and TechniquesVol.30, No.6Article number 89Published in print 01 Jun 2019Available online 14 May 2019
33800

Annular centrifugal contactors (ACCs) have many advantages and are recognized as key solvent-extraction equipment for the future reprocessing of spent nuclear fuel (RSNF). To successfully design and operate ACCs for RSNF, it is necessary to understand the hydrodynamic characteristics of the extraction systems in ACCs. The phase ratio (R = Vaq/Vorg, A/O) and liquid hold-up volume (V) of the ACC are important hydrodynamic characteristics. In this study, a liquid-fast-separation method was used to systematically investigate the effects of the operational and structural parameters on the V and R (A/O) of a φ20 ACC by using a 30%TBP/kerosene-HNO3 solution system. The results showed that the operational and structural parameters had different effects on the V and R (A/O) of the mixing and separating zones of the ACC, respectively. For the most frequently used structural parameters of the φ20 ACC, when the rotor speed was 3500 r/min, the total flow rate was 2.0 L/h, and the flow ratio (A/O) was 1, the liquid hold-up volumes in the mixing zone and rotor were 8.03 and 14.0 mL, respectively, and the phase ratios (A/O) of the mixing zone and separating zone were 0.96 and 1.43, respectively.

Annular centrifugal contactorLiquid-fast-separation methodPhase ratio (A/O)Liquid hold-up volumeStructural parameterOperational parameter

1 Introduction

Reprocessing of spent nuclear fuel (RSNF) can recover nuclear resources and reduce nuclear waste and is thus a crucial part of an advanced nuclear fuel cycle for ensuring the sustainable development of nuclear energy. Currently, the plutonium uranium recovery by extraction (PUREX) process employing tri-n-butyl phosphate (TBP) as the extractant and n-dodecane or kerosene as the diluent is the only commercial reprocessing process in the world [1].

An annular centrifugal contactor (ACC) separates the dispersion of two phases by using centrifugal force [2]. As shown in Fig. 1, two immiscible liquids in the annular zone are initially mixed intensively by the spinning rotor to form the dispersion. The dispersion then flows into the separating zone of the rotor through the rotor inlet and is separated rapidly owing to the centrifugal force induced by the spinning rotor. After separation, the two phases finally flow through their respective weirs and collectors into their respective collection tanks or adjacent stages.

Fig. 1
(Color online) Schematic of the ACC
pic

ACCs offer many advantages, including a short residence time and low solvent degradation by irradiation because of their small liquid hold-up volume (V), high compactness, high nuclear criticality safety, high mass-transfer efficiency, excellent phase separation, and easy operation [3, 4]. ACCs have been utilized successfully in various demonstration tests of many solvent-extraction processes for RSNF and the partitioning of high-level liquid waste [514]. Moreover, ACCs are recognized as key solvent-extraction equipment for future nuclear fuel-cycle processes. Hence, many countries engaging in RSNF are investigating ACCs [4, 5, 1517].

The flow in the ACC is three-dimensional, turbulent, transient, and multiphase [18, 19]. Hence, it is difficult to determine the effects of the physical properties, operational parameters, and structural parameters on the hydrodynamic characteristics. The current development of the ACC is recognized as "an art" [20]. To successfully design and operate ACCs for RSNF, detailed hydrodynamic characteristic information, including the phase ratio (R = Vaq/Vorg, A/O) and liquid hold-up volume (V), is required. The R (A/O) and V depend on the operational parameters, structural parameters, and physical properties of the two phases.

However, accurately measuring the V of the ACC and obtaining R (A/O) are difficult because of the unique structure and flow characteristics of the ACC. Zhao used a liquid-discharging method to measure the V of a φ20 ACC by using a kerosene-water system and then to calculate the interface radius (ri) of the separating zone and the hold-up volume of the mixing zone [21]. The measurement procedures of this method are shown in Fig. 2. Schuur et al. and Ayyappa et al. measured the V of a φ50 ACC using the same method [22, 23]. However, the liquid-discharging method has the following disadvantages. (1) It requires time to discharge the liquids in the mixing zone completely; hence, some liquids in the mixing zone still flow into the rotor. (2) Some liquids in the rotor are thrown into the collectors during liquid discharging. (3) Some liquids cannot be discharged, because they adhere to the inner wall of the housing. Duan et al. developed a liquid-fast-separation method based on an advanced self-made φ20 ACC to measure the liquid hold-up volume [24]. The measurement procedures of this method are shown in Fig. 3.

Fig. 2
(Color online) Liquid-discharging method
pic
Fig. 3
(Color online) Liquid-fast-separation method
pic

In this study, the dimensionless dispersion number (NDi) of the 30%TBP/kerosene-HNO3 solution system was initially determined to evaluate the phase-separation performance of this extraction system. Then, the effects of the operational and structural parameters on the V and R (A/O) of a φ20 ACC were systematically investigated using the liquid-fast-separation method and the 30%TBP/kerosene-HNO3 solution system.

2 Experimental

2.1 Chemicals

TBP (>98% pure), HNO3 (analytical purity), and NaOH (analytical purity) were obtained from Beijing Chemical Plant, China. Saturated hydrogenated kerosene was obtained from Jinzhou Refinery Factory, China. The surface tension, density, and viscosity of the TBP were 27.79 mN/m, 973 kg/m3, and 3.32 mPa∙s, respectively. The TBP was diluted using kerosene to 30% TBP/kerosene (v/v) without further purification.

2.2 φ20 ACC

The φ20 ACC was a self-made solvent-extraction instrument with a rotor inner diameter of 20 mm. It contained two modules—rotor and housing—as shown in Fig. 3 [25]. The rotor module could be easily lifted up and down by a manipulator or by hand because no screw or nut was used to set the two modules. Therefore, the liquid-fast-separation method could be easily performed using this ACC.

2.3 Determination of dispersion number

Leonard proposed the concept of a dimensionless dispersion number (NDi) for evaluating the phase-separation performance of an extraction system. Additionally, he developed a standard test for determining NDi [26]. After NDi is determined, the phase-separation performance of the extraction system can be assessed by referring to Table 1. In this study, the NDi of the 30%TBP/kerosene-HNO3 solution system was determined according to the standard test.

Table 1
Criteria for the phase-separation performance rating of an extraction system using NDi [26]
NDi Phase-separation performance
≤2 × 10-4 Unacceptable
2 × 10-4−4 × 10-4 Poor
4 × 10-4−8 × 10-4 Fair
8 × 10-4−16 × 10-4 Good
≥16 × 10-4 Excellent
Show more

The test for determining NDi was conducted at room temperature (23 ± 2 °C) using the 30%TBP/kerosene-HNO3 solution system. First, two immiscible phases of 50 mL each were placed into a 100-mL graduated glass cylinder with a ground-glass stopper. Then, the total height (Δz) of the fluid was measured, and the position of the interface between the two phases was marked. Next, after the graduated cylinder was sealed with the glass stopper, it was shaken vigorously by hand for 20 s, allowed to settle for 10 s, and shaken vigorously again for 20 s. Subsequently, the cylinder was immediately placed on a benchtop, and a stopwatch was used to record the time taken for the dispersion band to break. Finally, after the last droplet disappeared and a clear phase interface appeared, the timer was stopped, and the time was recorded. The experiment was repeated thrice, and the average result was calculated to obtain the phase-separation time (tB). NDi is expressed as follows:

NDi=1tBΔzg, (1)

where Δz is the total height of the fluid (m), tB is the time taken for the dispersion band to break (s), and g is the gravitational acceleration (9.8 m/s2) [26].

2.4 Determination of liquid hold-up volume and phase ratio

Fig. 4 shows the experimental system. A regular direct-current (DC) power supply was used to control the rotor speed. Two peristaltic pumps were used to feed the two phases into the φ20 ACC.

Fig. 4
Experimental system
pic

The rotor included the separating and weir zones, and the mixing zone was composed of the zone under the rotor and the annular zone between the outer wall of the rotor and the inner wall of the housing. The liquid-fast-separation method was used to measure the liquid hold-up volumes of the mixing and separating zones. First, the pumps were shut down when the operation of the ACC reached a steady state. Then, the rotor module was manually lifted up and simultaneously moved above a beaker within 2 s. Next, the rotor operation was stopped, and the liquids of the rotor flowed into the beaker and were then transferred into a measuring cylinder. Thus, the liquid hold-up volume of the rotor (Vr) was determined. Finally, the liquids in the mixing zone were transferred into a measuring cylinder through a pipette. Hence, the liquid hold-up volume of the mixing zone (Vm) was determined. The sum of the two liquid hold-up volumes was the total liquid hold-up volume (Vt) of the ACC.

The volume of each phase was determined after the separation of the two phases in each measuring cylinder. Thus, the phase ratios (A/O) in the separating and mixing zones were obtained. The liquid hold-up volume of the separating zone (Vs) was obtained as follows:

Vs=VrVw, (2)

where Vs is the liquid hold-up volume of the separating zone (mL), Vr is the liquid hold-up volume of the rotor (mL), and Vw is the liquid hold-up volume of the weir zone (mL).

In this study, the organic phase was 30%TBP/kerosene, and the heavy phase was an HNO3 solution. The effects of the operational and structural parameters shown in Table 2 on V and R (A/O) were investigated. When to investigate the effect of one parameter on the V and R (A/O), the values of the other parameters are bold in Table 2. In each experiment, <0.5% of the other phase entrainment in either out effluent was required.

Table 2
Operational and structural parameters
Parameter types Parameters Values
Operational parameters Rotor speed (ω, r/min) 3000 3500 4000 4500 5000
Total flow rate (Q, L/h) 0.5 1.0 2.0 4.0 6.0
Flow ratio (F, A/O) 0.25 0.5 1 2 4
Structural parameters of housing Width of annular (W, mm) 2.5 3.5 4.0 4.5 5.5
Number of radial vanes (Nr) 0 2 4 6 8
Height of clearance (Hc, mm) 2.0 3.0 3.5 4.0 5.0
Structural parameters of rotor Length of separating zone (L, mm) 30.0 40.0 45.0 50.0 60.0
Diameter of heavy-phase weir (DA*, mm) 10.0 10.5 11.0 11.5 12.0
Diameter of light-phase weir (DO*, mm) 6 7 8 9 10
Height of underflow (Hu, mm) 1 3 5 7 9
Diameter of rotor inlet (Dm, mm) 3 4 5 6 7
Number of axial vanes (Na) 0 2 4    
Show more

3 Results and Discussion

3.1 Dispersion number NDi

Fig. 5 shows the effects of the HNO3 concentrations on the NDi of the 30%TBP/kerosene-HNO3 solution system. As shown, the NDi increased with the HNO3 concentrations and was >14 × 10-4 when the HNO3 concentration was >0 mol/L. According to Table 1, good phase-separation performance of an extraction system in the ACC is expected when NDi > 8 × 10-4. Hence, the 30%TBP/kerosene-HNO3 solution system was expected to exhibit good phase-separation performance in the ACC.

Fig. 5
Effect of the HNO3 concentration on the NDi of the TBP/kerosene-HNO3 solution system
pic
3.2 Liquid hold-up volume
3.2.1 Effects of operational parameters

Fig. 6 shows the effects of the operational parameters, such as the flow ratio (F, A/O), total flow rate of the two phases (Q), and rotor speed (ω), on the liquid hold-up volume (V). The liquid hold-up volume of the rotor (Vr, approximately 14.0 mL) hardly changed with respect to F (A/O), Q, and ω. The liquid hold-up volume of the mixing zone (Vm) initially increased with the increase in F (A/O) and Q and then remained almost constant; however, with the increase in ω, it initially decreased and then remained almost constant. Thus, the effects of the operational parameters on the total liquid hold-up volume (Vt) and Vm were identical. When the ACC is operated, the relative pressure at the rotor inlet becomes slightly negative [19, 27]. Moreover, a higher ω yields a greater absolute value of the negative pressure. To maintain the balance of the pressure, the annular liquid height (ALH) is decreased with the increase in ω. Hence, Vm is also decreased with the increase in ω. Wardle investigated the effects of F (A/O) and Q on the ALH and reported that the ALH increased with an increase in Q and a decrease in F (A/O) [18]. Our results for the effect of Q agree with those of Wardle. However, our results for the effect of F (A/O) disagree with those of Wardle. All our results for the effects of the operational parameters on V agree with those of Duan et al. and Zhao [21, 24].

3.2.2 Effects of structural parameters of housing

Fig. 7 shows the effects of the structural parameters of the housing, including the height of the clearance (Hc), width of the annular (W), and number of radial vanes (Nr), on V. The structural parameters of the housing had almost no effect on Vr, because they hardly influenced the geometric volume of the rotor. Vm increased with Hc and W but decreased with the increase in Nr. Thus, the effects of the structural parameters of the housing on Vt and Vm were the same. When Hc and W increased, the geometric volume of the mixing zone obviously increased; hence, Vm increased. Wardle investigated the effects of Nr on the ALH and reported that with the increase in Nr, the ALH decreased, resulting in the decrease in Vm [18]. Therefore, our results for the effect of Nr on Vm agree with those of Wardle. We also performed the experiment without radial vanes, i.e., with Nr = 0. The results showed that the ACC could not operate normally without radial vanes, because the liquids in the mixing zone could not be absorbed into the rotor.

Fig. 7
Effects of the structural parameters of the housing on V
pic
3.2.3 Effects of structural parameters of rotor

Fig. 8 shows the effects of the structural parameters of the rotor, including the diameter of the heavy-phase weir (DA*), diameter of the light-phase weir (DO*), length of the separating zone (L), height of the underflow (Hu), and diameter of the rotor inlet (Di), on V. Vr hardly changed (approximately 14.0 mL) with respect to DA* and Hu but increased with L and decreased with the increase in DO*. The structural parameters of the rotor had almost no effect on Vm, because they hardly influenced the geometric volume and flow of the mixing zone. Accordingly, the effects of the structural parameters of the rotor on Vt and Vr were the same. In the φ20 ACC, when DA* was 12 mm, an organic-phase entrainment occurred in the aqueous-phase outlet under the experimental conditions. Variations in DA*, Hu, and Di hardly affected the geometric volume of the rotor, thus hardly influencing Vr. The geometric volume of the separating zone increased with the increase in L and the decrease in DO*.

Fig. 8
Effects of the structural parameters of the rotor on V
pic

Table 3 shows the effects of the number of axial vanes (Na) on V for the ACC. Na hardly affected Vm, because it hardly influenced the geometric volume and flow of the mixing zone. Vr increased slightly with the increase in Na. Accordingly, the Vt of the φ20 ACC increased slightly with the increase in Na The axial vanes were used to accelerate the dispersion in the separating zone to ω. During the experiment, when the rotor module was lifted, some liquids in the separating zone flowed into the mixing zone. Reducing the rotation speed of the liquids in the separating zone caused the liquids to flow out easily. Therefore, the number of axial vanes had almost no effect on Vm and Vr during the operation of the φ20 ACC.

Table 3
Effects of Na on V and R (A/O)
Na Vm (mL) Vr (mL) Vt (mL) Rm (A/O) Rs (A/O)
0 8.25 12.75 21.0 0.92 2.19
2 7.97 13.4 21.37 0.99 1.71
4 8.03 14.0 22.03 0.96 1.43
Show more
3.3 Phase ratio (A/O)
3.3.1 Effects of operational parameters

Fig. 9 shows the effects of the operational parameters—F (A/O), Q, and ω—on R (A/O). The phase ratio of the mixing zone (Rm, A/O) decreased with the increase in Q and increased with the increase in ω and F (A/O). The phase ratio of the separating zone (Rs, A/O) decreased with the increase in ω and increased with the increase in Q and F (A/O). When ω was 3500–4000 r/min, Rm (A/O) was close to F (A/O). However, when Q was large or ω was low, Rm (A/O) was lower than F (A/O). When Q was small or ω was high, Rm (A/O) was higher than F (A/O). The density of the aqueous phase (ρA) was higher than that of the organic phase; thus, the upper and lower sections of the mixing zone were organic- and aqueous-rich regions, respectively. Via computational fluid dynamics simulations and experiments, Wardle showed that the center region between the radial vanes at the bottom of the housing contained an aqueous-rich region [28]. When ω was low and Q was large, Vm was large, as shown in Fig. 6, Therefore, the organic-rich region accounted for the majority of the fluids in the mixing zone; accordingly, Rm (A/O) was lower than F (A/O). When ω was high or Q was small, Vm was small, as shown in Fig. 6. Thus, the aqueous-rich region accounted for the majority of the fluids in the mixing zone, and Rm (A/O) was higher than F (A/O).

Fig. 9
Effects of the operational parameters on R (A/O). - - - - - F (A/O), …… Rs (A/O) = 1.5 for the case where the interface position between the two phases in the separating zone was in the middle of the inner wall of the underflow and the light-phase weir.
pic
Fig. 6
Effects of the operational parameters on V
pic

In the ACC, the interface radius (ri) of the two phases in the separating zone (Fig. 1) is determined as follows [13]:

ri=rA1ρOrO2ρArA21ρOρA, (3)

where ri is the interface radius (mm), ρO is the density of the light phase (kg/m3), ρA is the density of the heavy phase (kg/m3), rO is the actual liquid radius at the light-phase weir (mm), and rA is the actual liquid radius at the heavy-phase weir (mm). However, determining ri using Equation (3) is difficult because both rA and rO are challenging to obtain. However, Eq.(3) can be used to analyze ri qualitatively.

Duan et al. and Zhao qualitatively analyzed the effects of the operational parameters on ri by using Eq. (3) [21, 24]. The results showed that ri decreased with the increase in F (A/O) and Q and increased with the increase in ω, which was verified experimentally. The changes in Rs (A/O) are the same as the changes in ri with the changes in F (A/O), Q, and ω. When Rs (A/O) is 1.5, the interface position between the two phases in the separating zone is in the middle of the inner wall of the underflow and the light-phase weir. A higher Rs (A/O) yields easier aqueous-phase entrainment in the organic-phase outlet, and a lower Rs (A/O) yields easier organic-phase entrainment in the aqueous-phase outlet.

3.3.2 Effects of structural parameters of housing

Fig. 10 shows the effects of the structural parameters of the housing—Hc, W, and Nr—on R (A/O). Rs (A/O) hardly changed with respect to the structural parameters of the housing, because these parameters hardly affected the flow in the separating zone. Rm (A/O) decreased with the increase in W and increased with the increase in Hc and Nr. Moreover, Rm (A/O) was inconsistent with F (A/O). This is mainly because the organic- and aqueous-rich regions appeared in the upper and lower sections of the mixing zone, respectively. Vm increased with W, as shown in Fig. 7. Hence, Rm (A/O) decreased with the increase in W. When Hc increased, the liquids of the organic-rich region in the upper section of the mixing zone were initially absorbed in the rotor. The aqueous-rich region accounted for the majority of the fluids in the mixing zone. Thus, Rm (A/O) increased with Hc. When Nr increased, although Vm (and the ALH) increased, the aqueous-rich region also increased, because of the increase in the number of chambers between the radial vanes. Moreover, the aqueous-rich region accounted for the majority of the fluids in the mixing zone. Thus, Rm (A/O) increased with Nr.

Fig. 10
Effects of the structural parameters of the housing on R (A/O). - - - - - F (A/O), …… Rs (A/O) = 1.5 for the case where the interface position between the two phases in the separating zone was in the middle of the inner wall of the underflow and the light-phase weir.
pic
3.3.3 Effects of structural parameters of rotor

Fig. 11 shows the effects of the structural parameters of the rotor—DA*, DO*, L, Hu, and Di—on R (A/O). Rm (A/O) hardly changed with respect to the structural parameters of the rotor and was nearly equal to F (A/O), because the parameters of the rotor hardly affected the flow in the mixing zone. Rs (A/O) increased with DO* and L but decreased with the increase in DA*, because ri increased with DA*. However, ri decreased with the increase in DO*, according to Equation (3). According to the equations for rA and rO proposed in [29], with the increase in L, rO increases, but rA remains unchanged. Thus, in accordance with Eq. (3), ri decreased, and Rs (A/O) increased. Hu and Di hardly affected Rs (A/O), because they hardly influenced ri according to Eq. (3).

Fig. 11
Effects of the structural parameters of the rotor on R (A/O). - - - - - F (A/O), …… Rs (A/O) = 1.5 for the case where the interface position between the two phases in the separating zone was in the middle of the inner wall of the underflow and the light-phase weir.
pic

The effects of Na on R (A/O) are presented in Table 3. Na hardly affected Rm (A/O), because it hardly influenced the geometric volume and flow of the mixing zone. Rs (A/O) decreased with the increase in Na. According to the equations for rA and rO in [29], with the increase in Na, rO decreases, but rA remains unchanged. Hence, in accordance with Equation (3), ri increased, and RS (A/O) decreased.

4 Conclusion

For successfully designing and operating ACCs for RSNF, the effect of the HNO3 concentration on NDi for a 30%TBP/kerosene-HNO3 solution system was investigated. Then, the effects of the operational and structural parameters on V and R (A/O) in both the mixing and separating zones of the φ20 ACC were systematically investigated using the liquid-fast-separation method and the 30%TBP/kerosene-HNO3 solution system. The NDi of the 30%TBP/kerosene-HNO3 solution system was >14 × 10-4; hence, the 30%TBP/kerosene-HNO3 solution system should exhibit good phase-separation performance in the ACC. Vr hardly changed with respect to the operational parameters, the structural parameters of the housing, DA*, and Hu but increased with L and Nr and decreased with the increase in DO*. Vm hardly changed with respect to the structural parameters of the rotor but increased with F (A/O), Q, Hc, and W and decreased with the increase in ω and Nr. Rm (A/O) hardly changed with respect to the structural parameters of the rotor and Na but decreased with the increase in Q and W and increased with ω, F (A/O), Hc, and Nr. Rs (A/O) hardly changed with respect to the structural parameters of the housing but decreased with the increase in ω, W, and DA* and increased with Q, F (A/O), Hc, Nr, DO*, L, and Na. Additionally, R (A/O) was inconsistent with F (A/O), except in the case of suitable operational and structural parameters. These results are useful for understanding the flow characteristics and optimizing structure of ACCs.

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