The Study of Three-Dimensional Granular Stream Flowing through the Test Hopper-Shaped Target

*e experiments are carried out in a three-dimensional channel with a screw conveyor, which plays the role of granular drives for the granular flow system and determines the injection of granular in the test target section.*e jam-to-dense transition of granular flow is studied with the different inclination angle. *e results show that, with a fixed diameter of hopper orifice and initial filling position, there is a change from jam to dense when the inclination angle larger than 22°. Variation of the flow rate with elevated frequency of the screw conveyor is further studied. *e flow pattern is changed from dilute to dense with increasing rotation frequency of the screw rod. When the rotation frequency is larger than 5Hz, the flow is dense. *e dynamic balance of the interface between dilute to dense granular is observed in the main target section. We further research the dynamic interface by measuring the highest and lowest location with time and also simulate the gravity flow rate and screw conveyor flow rate with EDEM. From the results, we find that the interface between dilute flow and dense flow is influenced by the combined action of crew conveyor flow and dense gravity flow.


Introduction
An accelerator-driven subcritical system (ADS) is a subcritical blanket driven by neutrons produced when a highintensity proton beam bombards a high-power spallation target, and the concept has been developed over 30 years [1][2][3][4]. e spallation target, usually compared to the heart of the accelerator-driven subcritical system (ADS), produces primary neutron sources for the subcritical core. In the early days of spallation target development, several solid targets at about 100-KW beam power levels were operated during the 1980s. In these solid targets, heat removal was limited by the heat conduction of the target material and by convection cooling. erefore, the ability to increase the target power was limited. If the heat deposited can be dealt offline, the upper limit of the target power will be increased significantly. Based on this concept, there are various kinds of targets that have been designed, constructed, and operated, such as heavy liquid metal targets in about 1-MW megawatt pilot experiment (MEGAPIE) and spallation neutrons sources (SNS) projects [5,6].
In China, the Chinese initial accelerator-driven subcritical system (C-ADS) project, run by the Chinese Academy of Science, started in 2011 and the ultimate objective for this program is to run a 1000 MW subcritical core driven by a target under 10 mA/1.5 Gev proton beam in the Continuous Wave (CW) operation mode [7,8]. Recently, a 4.3 mA/5.3 MeV CW proton beam has been successfully obtained [9]. So far, following the various spallation targets mentioned above, the researcher of the Institute of Modern Physics (IMP) proposes a new concept for a high-power spallation target: the gravity-driven dense granular target, which has a compact structure and the potential for highpower operation [7]. e target material is a large collection of discrete solid particles, namely, granular materials which are chosen as the coolant at the same time, bearing higher beam power. is target is expected to be attractive in the aspects of very high heat removal capacity and long operation life, as well as low chemical toxicity and radioactive toxicity.
In the gravity-driven dense granular target, the flow pattern is the key issue when discussing the heat removal and the wear of the granular target. When the granular flow is dilute, the wear of the grains in the elevator will be considerable large due to different kinds of collisions; when the flow pattern is dense, the heat removal of the system is stable and continuous. In addition, there are very few studies on the effect of successive turning and incline tube in the granular flow system. As we know from the theory research about granular flow, the flow rate of the granular target through the bottlenecks fluctuates with time because of the forming and breaking of dynamic aches [10][11][12][13][14]. e experimental study on the three-dimensional granular through the turning and inclined pipe is missing. Our study can be a typical paradigm for the dilute-to-dense transition of granular flow under gravity form three-dimensional hopper.
is paper focus on the phase transition features in the granular hopper flow system with successive turning and incline tube. e experiments are carried out in a threedimensional pipe with a screw conveyor which is used as granular drives. e screw conveyor actively supplies the energy to sustain the circulation. e jam-to-dense transition of granular flow is studied with the different inclination angle. e incline angle "theta" is the angle between the inclined pipe and the horizontal plane. e flow pattern was changed from dilute to dense with increasing elevate frequency. e rotation of screw rod of screw conveys is driven by a motor. erefore, we consider the frequency of the rotation of screw rod as a variable to investigate the transformation between dilute flow and dense flow. e dynamic balance of the interface between dilute to dense granular is observed in the main target section.

Description of the Experiment Setup.
e experiments are carried out in a three-dimensional tube with a screw conveyor which is used as a granular drive. e screw conveyor is mounted on a platform with an angle of 60°to the horizon (see Figure 1). e upper part of the screw conveyor is connected to a reservoir that stores steel beads. e experiment target is established with specially shaped glass spacers between a metal base and a metal cover plate. To continuously measure the flow rate online, a microwave flow meter is applied here. When particles flow to the bottom of the loop, the screw conveyor lifts them back to the top and the spheres grains reenter into the test target section under gravity. e schematic experimental loop is shown in Figure 1(b). At the beginning, spheres grains are poured into the screw conveyor feed inlet hopper. en, the screw conveyor is worked; spheres are elevated by using a screw conveyor in the ascent stage, then through the reservoir and flow into the experiment hopper region under gravity from the upper annular duct where beam pipe is located, and finally, through the inclination tube back to the feed inlet hopper of the screw conveyor.
From Figure 2, we can see that the geometry of the test target is similar to a cylindrical hopper with a conical outlet and a coaxial beam pipe inserted. e experiment hopper is connected to an entrance section with D 1 � 50 mm. e main section target has a width D 2 � 40 mm and length L 1 � 800 mm. e main section connects with an exit section with a width D 3 � 15 mm and length L 2 � 100 mm. e out flow of the target section is controlled by a gate. e gate widths equal to D 3 � 15 mm. At the final exit of the vertical section connects the tube with a width D 4 � 40 mm and length L 3 � 100 mm via a turning. A MF3000 microwave flow meter which is installed on this section is used to record the mass flow of steels falling out of the vertical main target. e flow meter has a precision more than 3% and repeatability more than 2%. e bottom of the hopper is connecting to an incline pipe with an angle of 30°to the horizon.
e incline tube is connected to the feed inlet which shores initial steel beads. e diameter and mass of a single stainless steel bead is about 1.5 ± 0.001 mm and 0.014 g, respectively.
e flow rate of the grains discharging from hoppers has been investigated through experiments and simulations for a long time [15][16][17]. When granular materials discharge from the hopper constantly by gravity, the flow rate is independent of the grains filling height, which is different with the fluids [16][17][18]. Also, the flow rate is independent of D if D is no < 2.5 times of D 0 and also greater than D 0 + 30 d, where d is the diameter of the particle and D 0 and D are the diameters of the orifice and hopper, respectively [18,19]. us, the tube is designed as follows: (1) D 3 > 4 d, D 3 is the diameter of the orifice at the bottom of the bopper, and d is the particle diameter. (2) L 1 > 2.5D 3, L 1 > D 3 + 30 d, and L 1 is the length of the hopper. If the geometry is well designed, the flow rate of the hopper can be constant.
From the inset in Figure 2, we also can see that the spheres flow down along the annular section between hopper and beam pipe, while the beam goes through the inner one. e spheres are heated by beams while spallation reaction happens there and the deposited heat is removed. Particles flow steadily in such a structure, which behave similarly like flow of sand in an hourglass. e movement of the particles makes it possible to remove internal deposit heat continuously.

Numerical Model and Parameters.
e EDEM has been widely used as an effective method to solve problems of granular materials in static packaging or flows [20][21][22][23]. We carry out Discrete Element Method (DEM) simulation on this work problem. Since the system involves dense flow state, the interactions between the particles are given by the Hertz-Mindlin contact model [24][25][26] and the integration of the motion equation is carried out by using the Velocity-Verlet scheme [27]. According to this model, the normal forces F ij n and tangential forces F ij t between particle i-particle j are formulated as 2 Science and Technology of Nuclear Installations where E is Young's modulus, r is the radius of the particles, G is the shear modulus, β � ln(e)/( ������ � ln 2 + π 2 ) (where e is the coefficient of restitution of spheres), r is radius of the spheres, and m is the mass of one particle. δ ij n and δ ij t are normal and tangential displacement vectors, with δ ij n and δ ij t being their modulus, respectively. v ij n and v ij t are normal and tangential relative velocities between the granular i and j. If there is fraction, the Coulomb yield criterion |F ij t | ≤ |μ s F ij n | is satisfied by truncating the magnitude of F ij t . As a result, if |F ij t | ≥ |μ s F ij n |, |F ij t | � |F ij n |u ij /|u ij | [28]. F ij t is the friction between two contacting particles i and j, and μ s is the particle-particle friction coefficient. en, in gravity field, the equations of motion of the spheres i can be determined by Newton's second law of motion: Science and Technology of Nuclear Installations where I i is the moment of inertia of the sphere i. e parameters for the discrete element method simulation and the material properties are shown in Table 1.
Particle-wall friction coefficient and particle-particle friction coefficient are used in the simulations. ese parameters cannot be determined accurately yet.

Influence of the Inclination Angle on Particle Mass Flow.
We first researched the experiment result of the flow rate change with the incline angle, and then, variation of flow rate with elevated frequency of the screw conveyor is further studied. From the results, we found that the dynamic balance of the interface between dilute to dense granular is observed in the main target section. e incline angle "theta" is the only adjustable parameter. As shown in Figure 2, the "theta" is the angle between the inclined pipe and the horizontal plane. In our experiment, the jam flow can be defined as the status where the flow rate is zero or approximate to zero, while the dense flow is the status where the flow rate will not change with the increasing θ. e unstable region is the status where jam-to-dense transition of the flow rate increases with θ. Figure 3 shows the variations of the mean flow rate versus θ. From the figure, we can see that when θ ≤ 20°, the flow is jam, and the interaction of the particles is dominated by the surface friction factor. When θ ≥ 22°, the flow is dense, and the interaction of the particles is dominated by multiparticle collision. Interestingly, the transition shows an unstable region at 20°≤ θ ≤ 22°. In this region, the start flow state can be dense and the final flow can be jam. On the basis of the abovementioned discussion, the flow state of granular flow strongly depends on the inclination angle. e angle of transition between jam to dense is also affected by the particles density and the material friction coefficient. e most wide experiments and simulations that predict the dense flow rate of grains through an orifice have been investigated for a long time. Now, the widely accepted conclusion about the flow rate is that its dependence on different parameters was proposed by Beverloo et al. [29]. e Beverloo law has form (3) for three-dimensional (3D) hoppers with round outlet and form (4) for two-dimensional (2D) hoppers.
where W is the average mass discharge rate through the orifice. C and k are empirical discharge and shape coefficients, respectively, and need to be determined experimentally. Usually, the so-called discharge coefficient C reflects the influence of material properties, and it was determined to be in a range between 0.55 and 0.65. e shape coefficient k is dependent on the particle shape and slope of the conical-bottom hopper. Nedderman and laokul [30] found the value of k to be approximately 1.5 ± 0.1 for monosized spherical particles. ρ b is the bulk density, and g is the acceleration of gravity. D is the diameter of the orifice at the bottom of the bopper, and d is the particle diameter. Equation (3) is known as the Beverloo law, and its validity has been tested for monosized granular samples with d larger than 0.5 mm and D big enough to avoid intermittencies in the flow due to jamming. is means that the flow rate of grains through orifices has been found to follow the Beverloo law only for D >> d, well beyond the critical value below which the flow can be interrupted due to the formation of arches or domes [10]. e influence of the internal pipe can be neglected when the distance from the bottom of the pipe to the orifice is large than two times of the diameter of the hopper [31]. Although there have been numerous studies about hopper flow formerly, the details of flow in a threedimensional hopper with a cycle loop is still unclear. From the result, the mass flow rate which fluctuates with the change of time in dense flow was simulated with EDEM. As noticed in Figure 4, this behavior can be explained as follows: In the dense flow state, the flow of particles is caused  However, due to the randomness of the flow rate of the particles, the periodicity of the arch is uncertain. As a result, the wave curve is formed as shown in Figure 4. We use the Beverloo law for three-dimensional (3D) hoppers with a round outlet to calculate the average dense flow rate as follows: (0.015 − 1.5 * 0.0015) 2.5 � 0.135 kg/s From Figure 4, we can see that the average mass flow rate of the particles is about 0.14 kg/s. is is the same with which calculated by the Beverloo formula.

Influence of Elevated Frequency on Particle Mass Flow.
e inclination angle "theta" is fixed angle 30°to ensure that the flow rate of the particles through the incline pipe is dense. e variations of the mean flow rate versus elevator frequency of the screw conveyor (f ) are shown in Figure 5(a). e rotation of the screw rod of the screw conveyor is driven by a motor. erefore, we consider the rotation frequency of the screw rod as a variable to investigate the transformation between dilute flow and dense flow. Also, we named the rotation frequency of the screw rod as elevator frequency of the screw conveyor. When the rotation frequency of the screw rod is small, the screw rod rotates slowly and the numbers of particles provided by the screw conveyor are relatively small; when the rotation frequency of screw rod is large, the screw rod rotates fast. But, the numbers of particles provided by the screw conveyor keep constant because the friction force of the particles on blades and the rotation force of the spiral blades will be balanced. e dilute-to-dense transition of granular flow can be seen in the experiment. It can be observed that mass flow increases with the elevator frequency increasing from 2 to 4 Hz and reaches a maximum value of 0.26 kg/s at f � 4 Hz. e flow is dilute flow, and the interaction of the particles is dominated by the two-particle collision. e flow is dense when f ≥ 5 Hz. e interaction of the particles is dominated by multiparticle collision. From the inset in Figure 5(a), we can see the momentary values of the mass flow rate from the microwave flow meter in the dense flow condition. We calculated the average mass flow rate of the experiment as 0.15 kg/s. is is slightly greater than the theoretical value which was calculated by the Beverloo formula. e transition shows an unstable region at 4 ≤ f ≤ 5, the start flow state can be dilute, and the final flow can be dense. On the basis of the abovementioned result, when f ≥ 5 Hz, the flow is dense, and when f ≤ 4 Hz, the flow is dilute. As noticed in Figure 5(b), the flow rate of the screw conveyor fluctuates with time due to the periodic rotation of the rod. Periodic variation of the mass flow rate strongly depends on the geometry structure of the rod of the screw conveyor when f � 15 Hz. e outlet diameter of the screw conveyor is 169 mm which is far greater than the outlet of the hopper. We also observed the dilute flow from the exit of the screw conveyor from the experiment when f < 4 Hz. e average of the mass flow rate of the screw conveyor in the dense flow of the simulation is 0.16 kg/s. It is found that the experiment dense flow rate of the screw conveyor is equal to a value with which we averaged the dense gravity flow rate.

e Interface Morphology between Dilute Flow and Dense
Flow. To illustrate the alternation between dense gravity flow and screw conveyor flow more clearly, we focus on the time interval from 2 s to 2.45 s. Figure 6 shows several typical snapshots during this time period. It is observed that the upper hopper is dilute and the lower part is dense. e upper part of the hopper is determined by screw conveyor flow, and the lower is determined by gravity flow. e screw conveyor flow is influenced by periodic rotation of the screw rod. e dense gravity flow rate is influenced by the periodic dynamic arch camber. At t � 2 s (see Figure 6(a)), the system is in the low mass flow rate of both dense gravity flow and screw conveyor flow. e interface between dilute flow and dense flow located at the lowest location that the ruler scale is 15 cm, and with the increase in time, the interface starts rising. Until t � 2.25 s (see Figure 6), the system is in high mass flow, and the interface lies on the highest location that the ruler scale is 24 cm. e different value (H) between the highest and lowest location is 9 cm. We calculate the H, H � Q max − Q min /ρπ(D 2 /2) 2 * Δt, of the screw conveyor flow (see Figure 5(b)) and the dense gravity flow (see Figure 4), respectively. We calculate the different values (H) between the highest and lowest location from the highest and lowest mass flow rate of the screw conveyor flow H 1 � 5.8 cm and the dense gravity flow H 2 � 2.7 cm. e value of H 1 + H 2 is nearly equal to the experiment value H. Figure 7 shows the simulation results between dense gravity flow and screw convey flow from 2.0 s to 2.5 s. It can be observed that the interface located on the highest location when the gravity flow and screw convey flow has the high mass flow. is is corresponding with Figure 6(d). On the contrary, when the interface lies in the lowest location, the gravity flow and screw convey flow have the low mass flow rate. is is corresponding with Figures 6(a) and 6(f ). e    period interface between dilute flow and dense flow are influenced by the combined action of crew conveyor flow and dense gravity flow. e screw conveyor flow is influenced by periodic rotation of the screw rod. e period of the dilute flow has a relatively stable period due to the rotation of the screw shaft is stable. e period of dense flow is chaotic because the periodic dynamic arch camber is random. e periodicity of H is not a constant. Comparing Figure 7 with Figure 6, we can find that the simulation results are in qualitative agreement with experiment.

Conclusions
In summary, the new concept for high-power spallation target-gravity-driven dense granular flow target which was proposed by the researcher of Institute of Modern Physics (IMP) is expected to use in the Chinese Accelerate Driven System (C-ADS) project.
is paper studies the effect of inclination experiment target on the phase transition of granular flow. e granular flow shows a jam-to-dense transition at θ � 22°. e mass flow rate which fluctuates with  e dilute-to-dense transition of granular flow can be seen in the experiment with the increase in elevator frequency of the screw conveyor. When the frequency of the screw conveyor is larger than 5 Hz, the flow is dense. e dynamic balance of the interface between dilute to dense granular is observed in the main target section in the experiment. Periodic variation of the mass flow rate of the shaft of the screw conveyor is acquired from EDEM simulation. We find that the interface between dilute flow and dense flow is influenced by the combined action of the crew conveyor flow and gravity flow.
is work connects the elevator of the screw conveyor with the gravity-driven granular flow. e conclusion is very useful for MW spallation target for cost-effective ADS facilities. Also, results are also valuable for the optimization of transportation and processing of granular materials in industry and agriculture.

Data Availability
e data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest
e authors declare that they have no conflicts of interest.