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Kt/VIn medicine, Kt/V is a number used to quantify hemodialysis and peritoneal dialysis treatment adequacy.
In the context of hemodialysis, Kt/V is a bonafide dimensionless number that can be derived using the Buckingham π theorem. In peritoneal dialysis, it is dimensionless only by definition. It was developed by Frank Gotch and John Sargent as a way for measuring the dose of dialysis when they analyzed the data from the National Cooperative Dialysis Study.^{[1]} In hemodialysis the US National Kidney Foundation Kt/V target is 1.3, so that one can be sure that the delivered dose is at least 1.2.^{[2]} In peritoneal dialysis the target is 2.0/week.^{[2]} Despite the name, Kt/V is quite different from standardized Kt/V. Additional recommended knowledge
Rationale for Kt/V as a marker of dialysis adequacyK (clearance) multiplied by t (time) is a volume (since mL/min x min = mL, or L/hr x hr = L), and (K x t) can be thought of as the mL or L of fluid (blood in this case) cleared of urea (or any other solute) during the course of a single treatment. V also is a volume, expressed in mL or L. So the ratio of K x t / V is a socalled "dimensionless ratio" and can be thought of as a multiple of the volume of plasma cleared of urea divided by the distribution volume of urea. When Kt/V = 1.0, a volume of blood equal to the distribution volume of urea has been completely cleared of urea. The relationship between Kt/V and the concentration of urea C at the end of dialysis can be derived from the firstorder differential equation that describes exponential decay and models the clearance of any substance from the body where the concentration of that substance decreases in an exponential fashion: where
From the above definitions it follows that is the first derivative of concentration with respect to time, i.e. the change in concentration with time. This equation is separable and can be integrated as follows: After integration, where
If one takes the antilog of Equation 2b the result is: where
By integer exponentiation this can be written as: where
The above equation can also be written as
Normally we measure postdialysis serum urea nitrogen concentration C and compare this with the initial or predialysis level C_{0}. The session length or time is t and this is measured by the clock. The dialyzer clearance K is usually estimated, based on the urea transfer ability of the dialyzer (a function of its size and membrane permeability), the blood flow rate, and the dialysate flow rate. ^{[3]} In some dialysis machines, the urea clearance during dialysis is estimated by testing the ability of the dialyzer to remove a small salt load that is added to the dialysate during dialysis. Relation to URRThe URR is simply the fractional reduction of urea during dialysis. So by definition, URR = 1 C/C_{0}. So 1URR = C/C_{0}. So by algebra, substituting into equation (4) above, since ln C/C_{0} =  ln C_{0}/C, we get:
Sample calculationPatient has a mass of 70 kg (154 lb) and gets a hemodialysis treatment that lasts 4 hours where the urea clearance 215 ml/min.
Therefore:
The math does not quite work out, and more complicated relationships have been workedout to account for the fluid removal (ultrafiltration) during dialysis as well as urea generation(see urea reduction ratio). Nevertheless, the URR and Kt/V are so closely related mathematically, that their predictive power has been shown to be no different in terms of prediction of patient outcomes in observational studies. Postdialysis reboundThe above analysis assumes that urea is removed from a single compartment during dialysis. In fact, this Kt/V is usually called the "singlepool" Kt/V. Due to the multiple compartments in the human body, a significant concentration rebound occurs following hemodialysis. Usually rebound lowers the Kt/V by about 15%. The amount of rebound depends on the rate of dialysis (K) in relation to the size of the patient (V). Equations have been devised to predict the amount of rebound based on the ratio of K/V, but usually this is not necessary in clinical practice. One can use such equations to calculate an "equilibrated Kt/V" or a "doublepool Kt/V", and some think that this should be used as a measure of dialysis adequacy, but this is not widely done in the United States, and the KDOQI guidelines (see below) recommend using the regular single pool Kt/V for simplicity. Peritoneal dialysisKt/V (in the context of peritoneal dialysis) was developed by Michael J. Lysaght in a series of articles on peritoneal dialysis.^{[4]}^{[5]} The steadystate solution of a simplified mass transfer equation that is used to describe the mass exchange over a semipermeable membrane and models peritoneal dialysis is where
This can also be written as: The mass generation (of urea), in steady state, can be expressed as the mass (of urea) in the effluent per time: where
Lysaght, motivated by Equations 6b and 6c, defined the value K_{D}: Lysaght uses "ml/min" for the clearance. In order to convert the above clearance (which is in m³/s) to ml/min one has to multiply by 60 x 1000 x 1000. Once K_{D} is defined the following equation is used to calculate Kt/V: where
The 7/3 is used to adjust the Kt/V value so it can be compared to the Kt/V for hemodialysis, which is typically done thrice weekly in the USA. Weekly Kt/VTo calculate the weekly Kt/V (for peritoneal dialysis) K_{D} has to be in litres/day. Weekly Kt/V is defined by the following equation: Sample calculationAssume:
Then by Equation 6d K_{D} is: 1.3334e−07 m³/s or 8.00 ml/min or 11.52 l/day. Kt/V and the weekly Kt/V by Equations 7a and 7b respectively are thus: 0.45978 and 1.9863. A simplified analysis of Kt/V in PDOn a practical level, in peritoneal dialysis the calculation of Kt/V is often relatively easy because the fluid drained is usually close to 100% saturated with urea,^{[citation needed]} i.e. the dialysate has equilibriated with the body. Therefore, the daily amount of plasma cleared is simply the drain volume divided by an estimate of the patient's volume of distribution. As an example, if someone is infusing four 2 liter exchanges a day, and drains out a total of 9 liters per day, then they drain 9 x 7 = 63 liters per week. If the patient has an estimated total body water volume V of about 35 liters, then the weekly Kt/V would be 63/35, or about 1.8. The above calculation is limited by the fact that the serum concentration of urea is changing during dialysis. In automated PD this change cannot be ignored; thus, blood samples are usually measured at some time point in the day and assumed to be representative of an average value. The clearance is then calculated using this measurement. Reason for adoptionKt/V has been widely adopted because it was correlated with survival. Before Kt/V nephrologists measured the serum urea concentration (specifically the timeaveraged concentration of urea (TAC of urea)), which was found not to be correlated with survival (due to its strong dependence on protein intake) and thus deemed an unreliable marker of dialysis adequacy.
Criticisms/disadvantages of Kt/V
Importance of total weekly dialysis time and frequencyKt/V has been criticized because quite high levels can be achieved, particularly in smaller patients, during relatively short dialysis sessions. This is especially true for small people, where "adequate" levels of Kt/V often can be achieved over 2 to 2.5 hours. One important part of dialysis adequacy has to do with adequate removal of salt and water, and also of solutes other than urea, especially larger molecular weight substances and phosphorus. A number of studies suggest that a longer amount of time on dialysis, or more frequent dialysis sessions, lead to better results. There have been various alternative methods of measuring dialysis adequacy, most of which have proposed some number based on Kt/V and number of dialysis sessions per week, e.g., the standardized Kt/V, or simply number of dialysis sessions per week squared multiplied by the hours on dialysis per session; e.g. the hemodialysis product by Scribner and Oreopoulos ^{[8]} It is not practical to give long dialysis sessions (greater than 4.5 hours) 3x/week in a dialysis center during the day. Longer sessions can be practically delivered if dialysis is done at home. Most experience has been gained with such long dialysis sessions given at night. Some centers are offering everyothernight or 3x/week nocturnal dialysis. The benefits of giving more frequent dialysis sessions is also an area of active study, and new easytouse machines are permitting easier use of home dialysis, where 23+ hr sessions can be given 47 days per week. Kt/V minimums and targets for hemodialysisOne question in terms of Kt/V is, how much is enough? The answer has been based on observational studies, and the NIHfunded HEMO trial done in the United States, and also, on kinetic analysis. For a US perspective, see the ^{[9]} and for a United Kingdom perspective see ^{[10]} According to the US guidelines, for 3x/week dialysis a Kt/V (without rebound) should be 1.2 at a minimum with a target value of 1.4 (15% above the minimum values). However, there is suggestive evidence that larger amounts may need to be given to women, smaller patients, malnourished patients, and patients with clinical problems. The recommended minimum Kt/V value changes depending on how many sessions per week are given, and is reduced for patients who have a substantial degree of residual renal function. Kt/V minimums and targets for peritoneal dialysisFor a US perspective, see ^{[11]} For the United States, the minimum weekly Kt/V target used to be 2.0. This was lowered to 1.7 in view of the results of a large randomized trial done in Mexico, the ADEMEX trial, ^{[12]} and also from reanalysis of previous observational study results from the perspective of residual kidney function. For a United Kingdom perspective see: ^{[13]} This is still in draft form. References


This article is licensed under the GNU Free Documentation License. It uses material from the Wikipedia article "Kt/V". A list of authors is available in Wikipedia. 