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V. A. SUCHKOV
PLANE POTENTIAL FLOWS WITH STATIONARY STREAMLINES
(Presented by Academician M. A. Lavrent’ev on February 20, 1965)
Hydromechanics
§ 1. Consider the equations of plane potential motion of a polytropic gas
\[ \frac{\partial u_i}{\partial t}+\frac{\partial \Delta}{\partial x_i}=0, \qquad \frac{\partial u_1}{\partial x_2}=\frac{\partial u_2}{\partial x_1}; \tag{1,1} \]
\[ \frac{\partial \Delta}{\partial t} +2u_k\frac{\partial \Delta}{\partial x_k} -u_i u_k\frac{\partial u_i}{\partial x_k} +c^2\frac{\partial u_k}{\partial x_k}=0; \tag{1,2} \]
\[ c^2=\chi\left(\Delta-\frac{u_k^2}{2}\right), \qquad i,k=1,2. \tag{1,3} \]
Here \(x_i\) are Cartesian coordinates, \(t\) is time, \(u_i\) are the components of the velocity vector, \(c\) is the speed of sound, and \(\Delta\) is the total energy per unit mass. For an adiabatic flow \(\chi=\gamma-1\); for an isothermal flow \(\chi=0\), \(\chi\Delta=1\).
Plane flows with stationary streamlines are characterized by the differential relation
\[ u_2\frac{\partial u_1}{\partial t} - u_1\frac{\partial u_2}{\partial t}=0. \tag{1,4} \]
It is necessary to investigate the compatibility of the overdetermined system (1,1)—(1,4) (see \((^1)\)). This class of flows includes stationary flows and nonstationary flows with plane or axial symmetry, where the stationary streamlines are rectilinear \((^2,^3)\).
§ 2. Take as new unknown functions the velocity modulus \(v\) and \(\theta\), the angle of inclination of the velocity vector to the \(x_1\)-axis; then
\[ u_1=v\cos\theta,\qquad u_2=v\sin\theta. \tag{2,1} \]
Substituting (2,1) into (1,4), we obtain
\[ \frac{\partial \theta}{\partial t}=0. \tag{2,2} \]
Let us write the equations of potential flows with stationary streamlines in curvilinear orthogonal coordinates \(q_1,q_2\) (\(q_2=\mathrm{const}\) are the streamlines, \(q_1=\mathrm{const}\) are the lines orthogonal to them):
\[ \frac{\partial \psi}{\partial t} +\frac{\partial \Delta}{\partial q_1}=0, \qquad \frac{\partial \psi}{\partial q_2}=0, \qquad \frac{\partial \Delta}{\partial q_2}=0; \tag{2,3} \]
\[ \frac{\partial \Delta}{\partial t} +2\psi\frac{\partial \Delta}{\partial q_1}l -\psi^2\frac{\partial \psi}{\partial q_1}l^2 -\psi^3 m +c^2\left(l\frac{\partial \psi}{\partial q_1}+\psi n\right)=0; \tag{2,4} \]
\[ \frac{\partial}{\partial q_1} \left(\frac{1}{H_1}\frac{\partial H_2}{\partial q_1}\right) + \frac{\partial}{\partial q_2} \left(\frac{1}{H_2}\frac{\partial H_1}{\partial q_2}\right)=0, \tag{2,5} \]
where
\[ \psi=vH_1,\qquad l=\frac{1}{H_1^2},\qquad m=\frac{l}{2}\frac{\partial l}{\partial q_1}, \tag{2,6} \]
\[ n=\frac{1}{2}\frac{\partial l}{\partial q_1} +\frac{l}{H_2}\frac{\partial H_2}{\partial q_1}, \qquad c^2=\chi\left(\Delta-\frac{\psi^2}{2}\,l\right). \]
§ 3. Suppose that the Lamé coefficients are known and satisfy equation (2,5) \((^4)\). Consider the compatibility of the system (2,3), (2,4). The func-
\(\chi\), \(\Delta\), and \(\psi\) depend only on \(q_1, t\), while the functions \(l, m, n\) depend on \(q_1, q_2\). The variable \(q_2\) enters only into equation (2.4) as a parameter. Differentiating this equation with respect to \(q_2\) and setting the differential consequences equal to zero, we obtain compatibility conditions for the functions \(H_1(q_1,q_2)\), \(H_2(q_1,q_2)\).
Theorem 1. A plane unsteady potential flow with rectilinear stationary streamlines is a motion with plane or axial symmetry.
Theorem 2. A plane flow with curvilinear stationary streamlines, possessing a functional Jacobian, is either stationary or belongs to the class of solutions:
- \(\chi=0,\ \psi=1,\ \Delta=\alpha t+\beta,\ \alpha,\beta\) are constants;
- \(\chi\ne0,\ \psi=t^{-1},\ \Delta=q_1t^{-2}\).
The functions \(H_1, H_2\) are determined from a system of two differential equations (2.5) and, respectively, (3.1) or (3.2):
\[ \alpha+n=m; \tag{3.1} \]
\[ \chi n(q_1-l/2)-m-2(q_1-l)=0. \tag{3.2} \]
Theorem 3. The functions \(\psi=t^{-1}\), \(\Delta=q_1t^{-2}+s\), where for \(\chi\ne2\), \(s=s_0t^{-4\chi/(\chi+2)}\); for \(\chi=2\), \(s=-t^{-2}\ln t\); \(s_0\) is constant, describe a plane flow with curvilinear streamlines having a constant Jacobian. The Lamé coefficients \(H_1,H_2\) are known functions of \(q_1,q_2\), for example, for \(\chi=2\)
\[ H_1^2+H_2^2=1,\qquad H_1^{-2}+\ln(H_1^{-2}-1)=2(q_1+q_2). \tag{3.3} \]
§ 4. From the condition of stationarity of the streamlines we have obtained an explicit dependence of the solutions on time in the variables \(q_1,q_2,t\). This dependence is unchanged also in the variables \(x_1,x_2,t\), so that the solution must have the form
\[ u_i=\psi V_i,\qquad \Delta=-\psi'V+s, \tag{4.1} \]
where \(\psi,s\) are known functions of \(t\); \(V\) and \(V_i=\partial V/\partial x_i\) are functions only of \(x_1,x_2\).
For \(\chi=0,\ \psi=1,\ s=\alpha t+\beta\), for the function \(V(x_1,x_2)\) from (1.2) we obtain the equation
\[ (V_iV_k-\delta_{ik})\cdot V_{ik}=\alpha. \tag{4.2} \]
The function \(V(x_1,x_2)\) for \(\chi\ne0,\ \psi=t^{-1},\ s=0\) must satisfy the equation
\[ \bigl[V_iV_k-\chi(V-V_i^2/2)\delta_{ik}\bigr]V_{ik}-2V_i^2+2V=0. \tag{4.3} \]
The Jacobian of the solution of equations (4.2) and (4.3) is two functions of one argument.
For \(\chi=2,\ \psi=t^{-1},\ s=-t^{-2}\ln t\), integrating the system
\[ \partial x_1/\partial q_1=H_1\cos\theta,\qquad \partial x_1/\partial q_2=-H_2\sin\theta, \]
\[ \partial x_2/\partial q_1=H_1\sin\theta,\qquad \partial x_2/\partial q_2=H_2\cos\theta, \tag{4.4} \]
we obtain the solution
\[ q_1=x_1+\frac{1}{2}(x_2^2+1)=V(x_1,x_2). \tag{4.5} \]
Similarly, for \(\chi\ne2,\ \psi=t^{-1},\ s=s_0t^{-4\chi/(\chi+2)}\) we find
\[ q_1=\frac{1}{2}\left(x_2^2+\frac{2-\chi}{2+\chi}x_1^2\right)=V(x_1,x_2). \tag{4.6} \]
I take this opportunity to express my deep gratitude to N. N. Yanenko for his constant attention and interest in the work.
Received30 XI 1964
REFERENCES
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- B. Bernstein, T. G. Thomas, J. Rat. Mech. and Anal., 1, 703 (1955).
- L. D. Landau, E. M. Lifshitz, Mechanics of Continuous Media, Moscow, 1954.
- S. P. Finikov, A Course of Differential Geometry, Moscow, 1952.