Daugirdas John T
Division of Nephrology, Department of Medicine, University of Illinois College of Medicine, Chicago, Illinois.
Semin Dial. 2016 Nov;29(6):507-509. doi: 10.1111/sdi.12554. Epub 2016 Oct 4.
Residual kidney urea clearance in dialysis patients typically is calculated as the per minute excretion of urea nitrogen, obtained during the 24-48 hour collection period that usually ends just prior to a dialysis session, divided by the time-averaged serum water urea nitrogen concentration during the collection period. This concentration is difficult to estimate unless a formal kinetic modeling program is being used. We used a urea kinetic modeling program to derive an equation to estimate the time-averaged serum water concentration during urine collection periods of various lengths collected during various interdialytic intervals, for 3/week or 2/week dialysis schedules. The equation to predict time-averaged serum water urea nitrogen concentration during the collection period was a function of the ratio of the duration of the predialysis collection period to the duration of the interdialytic interval during which the collection was accomplished, as well as the urea reduction ratio and predialysis serum urea nitrogen concentration of the dialysis session immediately following the end of the collection period.
透析患者的残余肾尿素清除率通常计算为在通常在透析 session 前结束的 24 - 48 小时收集期内获得的尿素氮每分钟排泄量,除以收集期内时间平均血清水尿素氮浓度。除非使用正式的动力学建模程序,否则该浓度很难估计。我们使用尿素动力学建模程序推导了一个方程,用于估计在不同透析间期(每周 3 次或每周 2 次透析方案)收集的不同时长尿液收集期内的时间平均血清水浓度。预测收集期内时间平均血清水尿素氮浓度的方程是透析前收集期时长与完成收集的透析间期时长之比的函数,以及收集期结束后紧接着的透析 session 的尿素清除率和透析前血清尿素氮浓度。