Overview of Renal Replacement
Renal replacement is the use of extracorporeal blood purification to control water and solute load when the kidneys are unable to do so. Methods include:
- Intermittent Haemodialysis (IHD)
Rapid removal of volume and toxins.- Most commonly used by ESRD patients in the community
- Continuous Renal Replacement Therapy (CRRT)
Slower removal, preferred in critically ill due to haemodynamic stability.- Typical effluent rate of 25-30mL/kg/hr
- Sustained Low-Efficiency Dialysis (SLED)
Similar toxin control to CRRT, with potentially better acid-base control and HDx stability. Evidence is lacking to recommend SLED over CRRT. - Peritoneal Dialysis (PD)
SLED is often referred to as SLEDD, for Sustained Low-Efficiency Daily Dialysis.
I have elected to use SLED because during renal recovery second-daily (or less) use is common, and so the “daily” is a misnomer.
Principles
Physical
Principles:
- Ultrafiltration
Generation of a transmembrane pressure that exceeds the oncotic pressure, resulting in net loss of water across the dialysis membrane. This is achieved by:- Relative pressurisation of the blood relative to the dialysate, ↑ hydrostatic pressure
Volume cleared is proportional to the transmembrane pressure. - ↑ Osmolality of the dialysate, drawing water across the membrane
- Relative pressurisation of the blood relative to the dialysate, ↑ hydrostatic pressure
\(TMP = {P_{Filter} + P_{Return} \over 2} - {P_{Effluent}}\)
Where:
- \(TMP\) = Transmembrane Pressure
- \(P\) = Pressure
- Convection (Solvent drag)
Passive transport of solute particles across a semipermeable membrane along with the movement of solvent.- Better clearance of mid-sized molecules
- Diffusion
Generation of an electro-chemical gradient across the membrane.- Rate of diffusion is affected by:
- Molecular weight
- Membrane porosity
- Blood flow rate
- Better clearance of small molecules
- Rate of diffusion is affected by:
Values:
- Sieving Coefficient
Describes how effectively a given solute is removed.- A high value indicates effective clearance
\(SC = {[UF] \over [Blood]}\)
Where:
- \(SC\) = Sieving coefficient
- \(UF\) = Ultrafiltrate
- Filtration Fraction
Fraction of plasma removed from blood during filtration.
\(FF = {Rate_{UF} \over Rate_{Blood}} = {Rate_{UF} \over Rate_{Blood \ Pump} \times (1 - Hct)}\)
Where:
- \(FF\) = Filtration Fraction
- \(UF\) = Ultrafiltrate
- \(Hct\) = Haematocrit
Practical
- Dose
Effluent production in mL/kg/hr.- CRRT dose should generally be 20-25mL/hr
- This typically requires a prescription of 25-30mL/hr due to interruptions
- Higher doses are not associated with improved outcome, but do ↑ the incidence of other electrolyte abnormalities
e.g. ↓ PO4. - Higher doses may be used (with little evidence) in profound metabolic derangements refractory to standard RRT
- Rhabdomyolysis with intractable hyperkalaemia
- Liver failure to ↑ ammonia clearance
- Hypotension and electrolyte disturbances are more common at higher intensities (dosing) and are not associated with improved outcome
- Composition of effluent (and therefore the nature of “dose”) varies depending on the:
- Use of pre-filter dilution
- Mechanism of effluent production
- Ultrafiltration
i.e. TMP driven. - Diffusion
i.e. Dialysis flow rate driven.
- Ultrafiltration
- There is no good evidence suggesting which measure of weight should be used
- CRRT dose should generally be 20-25mL/hr
Note this definition of dose is peculiar to CRRT; dosing intermittent dialysis is different due to the alterations in kinetics and fluid shifts that occur.
- Fluid removal
Difference between:- Effluent production
- Pre-filter diluent
- Post-filter replacement
Comparison of Techniques
Technique | Clinical Setting | Advantages | Disadvantages |
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IHD |
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CRRT |
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SLED |
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PD |
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SCUF |
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References
- Kidney Disease: Improving Global Outcomes (KDIGO) Acute Kidney Injury Work Group. KDIGO Clinical Practice Guideline for Acute Kidney Injury. Kidney inter., Suppl. 2012; 2: 1–138.
- Bersten, A. D., & Handy, J. M. (2018). Oh’s Intensive Care Manual. Elsevier Gezondheidszorg.