The role of a “volume sparing” strategy in kidney replacement therapy of AKI: a retrospective single-center study
摘要
The KDIGO recommendation in acute kidney injury (AKI) patients requiring kidney replacement therapy is to deliver a Urea Kt/V of 1.3 for intermittent thrice weekly hemodialysis, and an effluent volume of 20–25 ml/kg/hour when using continuous renal replacement therapy (CRRT). Considering that prior studies have suggested equivalent outcomes when using CRRT-prolonged intermittent renal replacement therapy (PIRRT) effluent doses below 20 mL/kg/h, our group investigated the possible benefits of low effluent volume CRRT-PIRRT (12.5 ml/Kg/hour).
MethodsThirty-six AKI patients that had been treated in the previous 12 months by CRRT-PIRRT with low effluent volume were included in the present retrospective observational study. The total effluent volume, derived from the formula [25 (or 12.5 ml) × kg body weight × 24], was administered over 24 h in CRRT and over 10 h in daily PIRRT. The control group consisted of the last 36 AKI patients previously treated with standard effluent volume CRRT (25 ml/kg/hour). Mortality within 90 days, shift from low effluent volume to standard effluent volume due to dialysis inadequacy, and remission of AKI were the end points. The two groups were homogeneous for age, sex, and sequential organ failure assessment (SOFA) score. Patients with AKI caused by metformin-induced lactic acidosis were excluded because they were treated with standard effluent volume CRRT until the lactic acidosis was corrected by subsequently reducing the effluent volume to 12.5 ml/kg/hour.
ResultsThe two groups were homogeneous as for baseline features. The UKt/V in the low effluent volume group was 0.51 ± 0.04 in CRRT and 0.50 ± 0.07 in PIRRT per session (Table
In this single-center retrospective study, low effluent volume CRRT-PIRRT was associated with similar outcomes to standard effluent volume CRRT-PIRRT, which is consistent with the results of prior observational studies. Randomized controlled studies comparing low effluent volume with standard effluent volume are needed.
Graphical abstract