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我采用的稳态MRF模型进行模拟，如果桨距角改变，同一来流速度下给旋转域设置的旋转速度需要改变吗

应届硕士年薪总package达30+万，什么水平

中等水平，师弟们去互联网的，没有低于这个价的。随便给你报几个:amazon 42，头条40，旷世42，快手45

今年bat普遍27到32左右，一般来说过40的不多，除非是非常强的那种 楼上有人说到头条40，face++ 42的，只是少数

百度普遍到不了27，批发价也就是16×14.6，研发，另外两家不清楚。

应届生聪明着呢，一般是去30w+但还能保证户口的公司，户口由于待遇，但是即使有户口也要有30w+。 能给到的每年都在变，举几个例子：亚马逊、微软（薪水可能低一点）、小米、搜狗、完美、宜信 （搜狗完美完全是因为是清华系，所以敢给自己人保证）

在这个帖子我深深的感受到了被碾压。 环境行业工作十一年的中年大妈路过……

去小公司搞ai应届拿80是应该的，因为过两年还要再换工作。 小公司搞ai基本就要嗝屁，当然也有一批命好的被大公司收了。

去小公司搞ai应届拿80是应该的，因为过两年还要再换工作。 小公司搞ai基本就要嗝屁，当然也有一批命好的被大公司收了。

今年互联网行业大满贯
http://www.newsmth.net/nForum/#!article/WorkLife/1526550?p=8

这个帖子几个老朋友，最近都在干CFD么...::big_mouth:

@东岳 老师，没理解您的意思。后面的$\alpha_q\lambda_q\nabla·\vec{v_q}I$中单位二阶张量是表示体形变率仅出现在法相应力中，红框内等于$-\frac{2}{3}\lambda_q$时才能与法相应力对应啊

关于OpenFOAM中在采用K-Omega SST模型时，使用/不使用壁面函数的Y+及边界设置问题，可以参考这个链接链接文本，解释的很详细。

看到自己提交的C-CFD了哈哈哈

5右边多写了个$\rho$吧，谢谢！回北京我更新一下

网格质量如何？

网格加密到Y+<1，计算结果变化不大，对流通量用二阶MUSCL, AUSM格式

@李东岳 请问在哪里下载？东岳流体？

@李东岳 这点我清楚，实际上这么多参数里也就总摩擦系数对不上，其他的基本上全对上了。LES的话得在文献里是说在入口用vortex method施加扰动，而且模拟的是有肋的，所以基本上不担心涡的问题。流向周期性的模型也可以在RANS模拟之后用TUI命令施加扰动，之前试过了涡能长期存在，不过那个case没算完结果对不对就不清楚了。

你好，请问方便加个联系方式交流问题吗？我的QQ账号是973234246

@gsky0809 老哥，物质传输方程在哪里设置啊，我刚开始学宏观偏析，还不太懂，能指导一下吗

@李东岳 噢噢好，谢谢大佬指点！:sad:

我这个是一个圆柱，分成1/26，成为周期对称模型。中间是空气，不能省略。

@thomasshi Petsc要安装no-debugging版本，就是在configure的时候加上指令—with-debugging=0

@李东岳
李老师好！抱歉回复晚了。
算例文件在这，https://www.jianguoyun.com/p/DejQRSIQ-4XWCRiVid0EIAA，稍微有些大，压缩包16.8MB

各位专家好：
在多孔介质模拟的过程中，我发现了一个问题，虽然在发表文章中省略了。但是确实是一个直观的问题，我的模型，RANS方法中，不管采用哪一种，在多孔介质的近壁面处的拟合的速度与实测值总是具备一定的差距。这种差距我分析认为是在较高阻力降的多孔介质环境下，气流在流经多孔介质表面时，一部分流体会因为高阻降而产生流向变化，形成比较复杂的近壁面流场。而在这个近壁面流场中，因为Fluent默认是采用的多孔介质域或者是多孔跳跃面，应该是对这层近壁面没有处理的，依然按照充分发展层处理，造成这层近壁面的流速（甚至是流向）与实测值都有较大区别。
虽然能够较好的拟合实时压降（Endo based equations），但是如果在近壁面流场不符合实际的话，那么很显然对于最后的表面覆尘的预算难以符合实际情况。不知道大家对于这种多孔介质的近壁面流是否有过研究，或者能够有比较好的解决思路？欢迎大家提出宝贵的想法和建议，感谢，再次感谢！
下图为提出新模型对于滤管外壁的模拟和实测结果对比：
0_1544421734755_compare.png

请问一下各位大佬，在使用dpm模拟液滴闪蒸时，液滴沸点设置为373k，液滴温度设置为400k，连续相温度为300k，连续相介质为空气，采用双向耦合进行计算，当液滴颗粒射入连续相中时，连续相喷嘴处的温度就迅速上升，可达上千度，甚至报温度超限的错误，请问一下这是为什么呀![QQ图片20230818084454.jpg

采用overset重叠网格和UDF函数模拟串列三圆柱的涡激振动，其中UDF分别尝试了Newmark-Beta方法和4阶Runge Kutta法获取圆柱的振动响应，通过DEFINE_CG_MOTION宏赋予三个圆柱及component cells的运动速度，算例的雷诺数约200，采用k-omega sst模型，考虑水作为来流介质，计算过程中尝试了时间步长从1.0e-3缩小到1.0e-5等多个量级，但是求解过程总是出现升力和升力矩突然骤增，继而导致圆柱运动速度过大，最终计算发散。

请各位大佬帮忙看看是哪里出问题？

具体的UDF和部分设置如下：

#include "udf.h" #include "sg_mem.h" #include "dynamesh_tools.h" #define PI 3.141592654 #define zoneID_1 4 #define zoneID_2 16 #define zoneID_3 20 FILE *outNB,*outRK; static real y = 0.0; static real yRK = 0.0; static real dy = 0.0; static real vy = 0.0; static real vyRK = 0.0; static real vyRK2 = 0.0; static real ay = 0.0; static real current_time = 5; static real y2 = 0.0; static real y2RK = 0.0; static real dy2 = 0.0; static real vy2 = 0.0; static real vy2RK = 0.0; static real vy2RK2 = 0.0; static real ay2 = 0.0; static real current_time2 = 5; static real y3 = 0.0; static real y3RK = 0.0; static real dy3 = 0.0; static real vy3 = 0.0; static real vy3RK = 0.0; static real vy3RK2 = 0.0; static real ay3 = 0.0; static real current_time3 = 5; DEFINE_CG_MOTION(cylinder_1,dt,vel,omega,time,dtime) { real ctime = RP_Get_Real("flow-time"); real ctimestep = RP_Get_Integer("time-step"); real niter = N_ITER; if (current_time < ctimestep) { current_time = ctimestep; /*Define variables*/ /*Mesh variables*/ real cg[3],vcg[3]; /*Cylinder variables*/ real diameter = 0.063; real fn = 1.0892; real density = 998.2; real length = 1; real water_depth = 1; real mass_ratio = 0.3937; real damping_ratio = 0.01; real mass = mass_ratio*density*pow((0.5*diameter),2)*PI*length; real ad_mass = mass*(0); /*density*pow((0.5*diameter),2)*PI*water_depth;*/ real total_mass = mass + ad_mass; real k = 4*pow((PI*fn),2)*total_mass; real c = 2 * damping_ratio * sqrt(k*total_mass); /*Force calculation. Force = F_pressure + F_viscous*/ real fy = 0.0; real fvy = 0.0; int i; #if !RP_HOST Thread *tc,*thread; Domain *d = Get_Domain(1); face_t f; tc = Lookup_Thread(d,zoneID_1); thread = DT_THREAD(dt); NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); real NV_VEC(A); begin_f_loop(f,tc) { if (PRINCIPAL_FACE_P(f,tc)) { fvy = F_STORAGE_R_N3V(f,tc,SV_WALL_SHEAR)[1]*-1; /*“*-1”表示方向*/ F_AREA(A,f,tc); /*Force calculation with a depth of 1m*/ fy += F_P(f,tc)*A[1] + fvy; } } end_f_loop(f,tc) #endif #if RP_NODE fy = PRF_GRSUM1(fy); #endif /*Dynamic mesh position*/ #if!RP_HOST for (i=0;i<3;i++) { cg[i]=DT_CG(dt)[i]; vcg[i] = DT_VEL_CG(dt)[i]; } Message("Position CG: %f \n",cg[1]); #endif node_to_host_real_2(fy,cg[1]); /*Numerical methods*/ /*Numark-beta*/ real beta = 0.25; real gamma = 0.5; real term0 = (1/(beta*dtime*dtime))*(mass+ad_mass) + (gamma/(beta*dtime))*c; real term1 = (1/(beta*dtime))*(mass+ad_mass) + ((gamma/beta)-1)*c; real term2 = ((1/(2*beta))-1)*(mass+ad_mass) + dtime*((gamma/(2*beta))-1)*c; real Keff = k + term0; real Reff = fy*water_depth + term0*cg[1] + term1*vy + term2*ay; Message("Velocity: %f \n",vy); dy = Reff/Keff - cg[1]; y += dy; real vprev = vy; vy = (gamma/(beta*dtime))*dy + (1-(gamma/beta))*vy + dtime*(1-(gamma/(2*beta)))*ay; ay = (1/(beta*dtime*dtime))*dy - (1/(beta*dtime))*vprev - ((1/(2*beta))-1)*ay; /*Runge-kutta 4th order*/ real K1 = (fy*water_depth - c*vyRK - k*yRK) / total_mass; real K2 = (fy*water_depth - c*(vyRK+dtime*0.5*K1) - k*(yRK+dtime*0.5*vyRK)) / total_mass; real K3 = (fy*water_depth - c*(vyRK+dtime*0.5*K2) - k*(yRK+dtime*0.5*vyRK+dtime*dtime*K1/4)) / total_mass; real K4 = (fy*water_depth - c*(vyRK+dtime*K3) - k*(yRK+dtime*vyRK+dtime*dtime*K1/2)) / total_mass; yRK = yRK + vyRK*dtime + dtime*dtime*(K1 + K2 + K3 + K4)/6; vyRK = vyRK + dtime*(K1 + K2 + K3 + K4)/6; /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vyRK; /*Save files*/ #if !RP_NODE /*Message ("Force = %f, pos = %f, vel = %f, acc = %f\n", fy, cg[1], y, vy);*/ if(NULL == (outNB = fopen("dataNB1.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outNB,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], y, vy); fclose(outNB); if(NULL == (outRK = fopen("dataRK1.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outRK,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], yRK, vyRK); fclose(outRK); #endif } /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vyRK; } DEFINE_CG_MOTION(cylinder_1_frontgrid_1,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vyRK; } DEFINE_CG_MOTION(cylinder_1_overset_2,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vyRK; } DEFINE_ZONE_MOTION(cylinder_1_zone,omega,axis,origin,velocity,time,dtime) { N3V_D(velocity, =, 0, 0, 0); N3V_S(origin, =, -0.32); N3V_D(axis, =, 0.0, 0.0, 1.0); velocity[1]=vyRK; } DEFINE_CG_MOTION(cylinder_2,dt,vel,omega,time,dtime) { real ctime = RP_Get_Real("flow-time"); real ctimestep = RP_Get_Integer("time-step"); real niter = N_ITER; if (current_time2 < ctimestep) { current_time2 = ctimestep; /*Define variables*/ /*Mesh variables*/ real cg[3],vcg[3]; /*Cylinder variables*/ real diameter = 0.063; real fn = 1.0892; real density = 998.2; real length = 1; real water_depth = 1; real mass_ratio = 0.3937; real damping_ratio = 0.01; real mass = mass_ratio*density*pow((0.5*diameter),2)*PI*length; real ad_mass = mass*(0); /*density*pow((0.5*diameter),2)*PI*water_depth;*/ real total_mass = mass + ad_mass; real k = 4*pow((PI*fn),2)*total_mass; real c = 2 * damping_ratio * sqrt(k*total_mass); /*Force calculation. Force = F_pressure + F_viscous*/ real fy = 0.0; real fvy = 0.0; int i; #if !RP_HOST Thread *tc,*thread; Domain *d = Get_Domain(1); face_t f; tc = Lookup_Thread(d,zoneID_2); thread = DT_THREAD(dt); NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); real NV_VEC(A); begin_f_loop(f,tc) { if (PRINCIPAL_FACE_P(f,tc)) { fvy = F_STORAGE_R_N3V(f,tc,SV_WALL_SHEAR)[1]*-1; /*“*-1”表示方向*/ F_AREA(A,f,tc); /*Force calculation with a depth of 1m*/ fy += F_P(f,tc)*A[1] + fvy; } } end_f_loop(f,tc) #endif #if RP_NODE fy = PRF_GRSUM1(fy); #endif /*Dynamic mesh position*/ #if!RP_HOST for (i=0;i<3;i++) { cg[i]=DT_CG(dt)[i]; vcg[i] = DT_VEL_CG(dt)[i]; } Message("Position CG: %f \n",cg[1]); #endif node_to_host_real_2(fy,cg[1]); /*Numerical methods*/ /*Numark-beta*/ real beta = 0.25; real gamma = 0.5; real term0 = (1/(beta*dtime*dtime))*(mass+ad_mass) + (gamma/(beta*dtime))*c; real term1 = (1/(beta*dtime))*(mass+ad_mass) + ((gamma/beta)-1)*c; real term2 = ((1/(2*beta))-1)*(mass+ad_mass) + dtime*((gamma/(2*beta))-1)*c; real Keff = k + term0; real Reff = fy*water_depth + term0*cg[1] + term1*vy2 + term2*ay2; Message("Velocity: %f \n",vy2); dy2 = Reff/Keff - cg[1]; y2 += dy2; real vprev = vy2; vy2 = (gamma/(beta*dtime))*dy2 + (1-(gamma/beta))*vy2 + dtime*(1-(gamma/(2*beta)))*ay2; ay2 = (1/(beta*dtime*dtime))*dy2 - (1/(beta*dtime))*vprev - ((1/(2*beta))-1)*ay2; /*Runge-kutta 4th order*/ real K1 = (fy*water_depth - c*vy2RK - k*yRK) / total_mass; real K2 = (fy*water_depth - c*(vy2RK+dtime*0.5*K1) - k*(y2RK+dtime*0.5*vy2RK)) / total_mass; real K3 = (fy*water_depth - c*(vy2RK+dtime*0.5*K2) - k*(y2RK+dtime*0.5*vy2RK+dtime*dtime*K1/4)) / total_mass; real K4 = (fy*water_depth - c*(vy2RK+dtime*K3) - k*(y2RK+dtime*vy2RK+dtime*dtime*K1/2)) / total_mass; y2RK = y2RK + vy2RK*dtime + dtime*dtime*(K1 + K2 + K3 + K4)/6; vy2RK = vy2RK + dtime*(K1 + K2 + K3 + K4)/6; /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vy2RK; /*Save files*/ #if !RP_NODE /*Message ("Force = %f, pos = %f, vel = %f, acc = %f\n", fy, cg[1], y, vy);*/ if(NULL == (outNB = fopen("dataNB2.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outNB,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], y2, vy2); fclose(outNB); if(NULL == (outRK = fopen("dataRK2.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outRK,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], y2RK, vy2RK); fclose(outRK); #endif } /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vy2RK; } DEFINE_CG_MOTION(cylinder_2_frontgrid_1,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vy2RK; } DEFINE_CG_MOTION(cylinder_2_overset_2,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vy2RK; } DEFINE_ZONE_MOTION(cylinder_2_zone,omega,axis,origin,velocity,time,dtime) { N3V_D(velocity, =, 0, 0, 0); N3V_S(origin, =, 0.0); N3V_D(axis, =, 0.0, 0.0, 1.0); velocity[1]=vy2RK; } DEFINE_CG_MOTION(cylinder_3,dt,vel,omega,time,dtime) { real ctime = RP_Get_Real("flow-time"); real ctimestep = RP_Get_Integer("time-step"); real niter = N_ITER; if (current_time3 < ctimestep) { current_time3 = ctimestep; /*Define variables*/ /*Mesh variables*/ real cg[3],vcg[3]; /*Cylinder variables*/ real diameter = 0.063; real fn = 1.0892; real density = 998.2; real length = 1; real water_depth = 1; real mass_ratio = 0.3937; real damping_ratio = 0.01; real mass = mass_ratio*density*pow((0.5*diameter),2)*PI*length; real ad_mass = mass*(0); /*density*pow((0.5*diameter),2)*PI*water_depth;*/ real total_mass = mass + ad_mass; real k = 4*pow((PI*fn),2)*total_mass; real c = 2 * damping_ratio * sqrt(k*total_mass); /*Force calculation. Force = F_pressure + F_viscous*/ real fy = 0.0; real fvy = 0.0; int i; #if !RP_HOST Thread *tc,*thread; Domain *d = Get_Domain(1); face_t f; tc = Lookup_Thread(d,zoneID_3); thread = DT_THREAD(dt); NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); real NV_VEC(A); begin_f_loop(f,tc) { if (PRINCIPAL_FACE_P(f,tc)) { fvy = F_STORAGE_R_N3V(f,tc,SV_WALL_SHEAR)[1]*-1; /*“*-1”表示方向*/ F_AREA(A,f,tc); /*Force calculation with a depth of 1m*/ fy += F_P(f,tc)*A[1] + fvy; } } end_f_loop(f,tc) #endif #if RP_NODE fy = PRF_GRSUM1(fy); #endif /*Dynamic mesh position*/ #if!RP_HOST for (i=0;i<3;i++) { cg[i]=DT_CG(dt)[i]; vcg[i] = DT_VEL_CG(dt)[i]; } Message("Position CG: %f \n",cg[1]); #endif node_to_host_real_2(fy,cg[1]); /*Numerical methods*/ /*Numark-beta*/ real beta = 0.25; real gamma = 0.5; real term0 = (1/(beta*dtime*dtime))*(mass+ad_mass) + (gamma/(beta*dtime))*c; real term1 = (1/(beta*dtime))*(mass+ad_mass) + ((gamma/beta)-1)*c; real term2 = ((1/(2*beta))-1)*(mass+ad_mass) + dtime*((gamma/(2*beta))-1)*c; real Keff = k + term0; real Reff = fy*water_depth + term0*cg[1] + term1*vy3 + term2*ay3; Message("Velocity: %f \n",vy3); dy3 = Reff/Keff - cg[1]; y3 += dy3; real vprev = vy3; vy3 = (gamma/(beta*dtime))*dy3 + (1-(gamma/beta))*vy3 + dtime*(1-(gamma/(2*beta)))*ay3; ay3 = (1/(beta*dtime*dtime))*dy3 - (1/(beta*dtime))*vprev - ((1/(2*beta))-1)*ay3; /*Runge-kutta 4th order*/ real K1 = (fy*water_depth - c*vy3RK - k*y3RK) / total_mass; real K2 = (fy*water_depth - c*(vy3RK+dtime*0.5*K1) - k*(y3RK+dtime*0.5*vy3RK)) / total_mass; real K3 = (fy*water_depth - c*(vy3RK+dtime*0.5*K2) - k*(y3RK+dtime*0.5*vy3RK+dtime*dtime*K1/4)) / total_mass; real K4 = (fy*water_depth - c*(vy3RK+dtime*K3) - k*(y3RK+dtime*vy3RK+dtime*dtime*K1/2)) / total_mass; y3RK = y3RK + vy3RK*dtime + dtime*dtime*(K1 + K2 + K3 + K4)/6; vy3RK = vy3RK + dtime*(K1 + K2 + K3 + K4)/6; /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vy3RK; /*Save files*/ #if !RP_NODE /*Message ("Force = %f, pos = %f, vel = %f, acc = %f\n", fy, cg[1], y, vy);*/ if(NULL == (outNB = fopen("dataNB3.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outNB,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], y3, vy3); fclose(outNB); if(NULL == (outRK = fopen("dataRK3.txt","a"))) { Error("Could not open file for append!\n"); } fprintf(outRK,"%16.4e %12.1f %16.3e %16.7f %16.7f %16.7f \n", ctime,niter, fy , cg[1], y3RK, vy3RK); fclose(outRK); #endif } /*Transfer result to the dynamic mesh*/ vel[0] = 0.0; vel[1] = vy3RK; } DEFINE_CG_MOTION(cylinder_3_frontgrid_1,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vy3RK; } DEFINE_CG_MOTION(cylinder_3_overset_2,dt,vel,omega,time,dtime) { NV_S(vel, =, 0.0); NV_S(omega, =, 0.0); vel[0]=0.0; vel[1]=vy3RK; } DEFINE_ZONE_MOTION(cylinder_3_zone,omega,axis,origin,velocity,time,dtime) { N3V_D(velocity, =, 0, 0, 0); N3V_S(origin, =, 0.32); N3V_D(axis, =, 0.0, 0.0, 1.0); velocity[1]=vy3RK; }

运动速度.png
运动速度

运动位移.png
运动位移

压力系数.png
压力系数

动网格设置.png
动网格设置

0_1515741447788_草图.png

小的时候我妈也跟我说过。我家条件不好，但是他们给我创造了一个安心的学习环境。那个时候很不理解这句话：

“家里什么事都不需要你操心，抓紧时间学习吧”

直到30而立，才明白，有时间学习，或者说有时间、有钱去支持你从事科研，非常难得。

小时候我们是在学习，支撑学习的经费是家里给的。现在我们也是在学习，科研何尝不是学习呢？但是我们需要在学习的同时，自己去寻找支撑自己学习的经费。

现在的高中生或者本科生们，珍惜时间好好学习吧。