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Effluent-Based Clearance: Post-Dilution CVVHQ EQ RQ A C AFilterQ V C VClearance =Mass Removal RateBlood Concentration=Q E C EC A
Effluent-Based Clearance: Post-Dilution CVVH*Q EQ RQ A = 180 mL/minQ A C AFilterQ V C VUrea K =Q E C EC AQ R = 3.0 L/hrQ E = 3.1 L/hr*C E = 60 mg/dLBUN A = 60 mg/dL=3100 mL/hr (51.7 mL/min)* Filtration fraction = 41%
Page 1 and 2: CRRT Dose WorkshopWilliam R. Clark,
Page 3 and 4: Dose of Treatment• The concept of
Page 5 and 6: Ultrafiltrationpositive pressureneg
Page 7 and 8: Diffusion vs. ConvectionDiffusion i
Page 9 and 10: AdsorptionMolecular adherence to th
Page 11 and 12: Modes of Renal Replacement TherapyP
Page 13 and 14: Replacement FluidsAccessM100PR I S
Page 15: Blood Flow Rate Requirementsin Post
Page 18 and 19: Clearance (mL/min)Solute Equilibrat
Page 22 and 23: Effluent-Based Clearance: Pre-Dilut
Page 24 and 25: Effluent-Based Clearance: CVVHDQ E
Page 26 and 27: Effluent-Based Clearance: CVVHDFQ R
Page 28 and 29: CRRT Dose: Urea-Based Versus Efflue
Page 30 and 31: Dose vs Outcome in Post-Dilution CV
Page 32 and 33: Treatment Parameters in Comparative
Page 34 and 35: ATN Trial1164 patients31 sites (24
Page 36 and 37: ATN Study: Characteristics of IHD G
Page 38 and 39: ATN Study: Primary OutcomeVA/NIH Tr
Page 40 and 41: R.E.N.A.L. Trial1508 patients35 sit
Page 42 and 43: Mortality Outcomes in RENAL
Page 44 and 45: Comparison of RENAL with ATNVariabl

Q - CRRT Online

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