def METHOD_NAME(**kwargs):
    E = 30.0e9
    nu = 0.25
    KIC = 1.0e6
    mu = 1.0e-6
    Q0 = -5e-2 * -2.0 / 1000.0
    xSource = 0.0
    Ep = get_plane_strain_modulus(E, nu)
    t = np.squeeze(kwargs['hydraulicAperture Time'][:, 0])
    radTimes = t[-1:]
    hfsolns = HydrofractureSolutions.KGDSolutions()
    kgdFrac = hfsolns.Solutions(mu, Ep, Q0, KIC, t, radTimes, xSource)
    return kgdFrac[5], kgdFrac[7]