Kt/V

In medicine, Kt/V is a number used to quantify hemodialysis and peritoneal dialysis treatment adequacy.


 * K - dialyzer clearance of urea
 * t - dialysis time
 * V - patient's total body water

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. 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. In peritoneal dialysis the target is 2.0/week.

Despite the name, Kt/V is quite different from standardized Kt/V.

Rationale for Kt/V as a marker of dialysis adequacy
K (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 so-called "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 first-order 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:


 * $$V \frac{dC}{dt} = -K \cdot C \qquad(1) $$

where From the above definitions it follows that $$\frac{dC}{dt}$$ is the first derivative of concentration with respect to time, i.e. the change in concentration with time.
 * C is the concentration [mol/m3]
 * t is the time [s]
 * K is the clearance [m3/s]
 * V is the volume of distribution [m3]

This equation is separable and can be integrated as follows:


 * $$\int \frac{dC}{C} = \int -\frac{K}{V}\, dt. \qquad(2a)$$

After integration,


 * $$\ln(C) = - \frac{K \cdot t}{V} + \mbox{const} \qquad(2b)$$

where
 * const is the constant of integration

If one takes the antilog of Equation 2b the result is:


 * $$C = e^{- \frac{K \cdot t}{V} + const } \qquad(2c)$$

where
 * e is the base of the natural logarithm

By integer exponentiation this can be written as:


 * $$C = C_0 e^{-\frac{K \cdot t}{V}} \qquad(3)$$

where
 * C0 is the concentration at the beginning of dialysis [mmol/L] or [mol/m3].

The above equation can also be written as


 * $$ \frac{K \cdot t}{V} = \ln \frac{C_o}{C} \qquad(4)$$

Normally we measure postdialysis serum urea nitrogen concentration C and compare this with the initial or predialysis level C0. 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. 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 URR
The URR is simply the fractional reduction of urea during dialysis. So by definition, URR = 1 -C/C0. So 1-URR = C/C0. So by algebra, substituting into equation (4) above, since ln C/C0 = - ln C0/C, we get:


 * $$\frac{K \cdot t}{V} = -\ln (1-URR). \qquad(8)$$

Sample calculation
Patient has a mass of 70 kg (154 lb) and gets a hemodialysis treatment that lasts 4 hours where the urea clearance 215 ml/min.


 * K = 215 mL/min
 * t = 4.0 hours = 240 min
 * V = 70 kg × 0.6 L of water/kg of body mass = 42 L = 42,000 mL

Therefore:


 * Kt/V = 1.23

This means that if you dialyze a patient to a Kt/V of 1.23, and measure the postdialysis and predialysis urea nitrogen levels in the blood, then calculate the URR, then -ln (1-URR) should be about 1.23.

The math does not quite work out, and more complicated relationships have been worked-out 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.

Post-dialysis rebound
The above analysis assumes that urea is removed from a single compartment during dialysis. In fact, this Kt/V is usually called the "single-pool" 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 "double-pool 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 dialysis
In peritoneal dialysis calculation of Kt/V is easy, because the fluid drained is usually close to 100% saturated with urea. So 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.

Calculation is a bit more complicated during Automated PD, when the serum concentration of urea is changing during dialysis. Usually blood samples are measured at some time point in the day thought to represent an average value, and the clearance is determined from this value.

Reason for adoption
Kt/V has been widely adopted because it was correlated with survival. Before Kt/V nephrologists measured the serum urea concentration (specifically the time-averaged 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

 * It is complex and tedious to calculate. Many nephrologists have difficulty understanding it.
 * Urea is not associated with toxicity.
 * Kt/V only measures a change in the concentration of urea and implicitly assumes the clearance of urea is comparable to other toxins. (It ignores molecules larger than urea having diffusion-limited transport - so called middle molecules).
 * Kt/V does not take into account the role of ultrafiltration.
 * It ignores the mass transfer between body compartments and across the plasma membrane (i.e. intracellular to extracellular transport), which has been shown to be important for the clearance of molecules such as phosphate. Practical use of Kt/V requires adjustment for rebound of the urea concentration due to the multi-compartmental nature of the body.
 * Kt/V may disadvantage women and smaller patients in terms of the amount of dialysis received. Normal kidney function is expressed as the Glomerular filtration rate or GFR.  GFR is usually normalized in people to body surface area.  A man and a woman of similar body surface areas will have markedly different levels of total body water (which corresponds to V).  Also, smaller people of either sex will have markedly lower levels of V, but only slightly lower levels of body surface area.  For this reason, any dialysis dosing system that is based on V may tend to underdose smaller patients and women.  Some investigators have proposed dosing based on surface area (S) instead of V, but clinicians usually measure the URR and then calculate Kt/V.  One can "adjust" the Kt/V, to calculate a "surface-area-normalized" or "SAN"-Kt/V as well as a "SAN"-standard Kt/V.  This puts a wrapper around Kt/V and normalizes it to body surface area.

Importance of total weekly dialysis time and frequency
Kt/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  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 every-other-night or 3x/week nocturnal dialysis. The benefits of giving more frequent dialysis sessions is also an area of active study, and new easy-to-use machines are permitting easier use of home dialysis, where 2-3+ hr sessions can be given 4-7 days per week.

Kt/V minimums and targets for hemodialysis
One question in terms of Kt/V is, how much is enough? The answer has been based on observational studies, and the NIH-funded HEMO trial done in the United States, and also, on kinetic analysis. For a US perspective, see the and for a United Kingdom perspective see  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 dialysis
For a US perspective, see 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, and also from reanalysis of previous observational study results from the perspective of residual kidney function.

For a United Kingdom perspective see:  This is still in draft form.

Hemodialysis

 * Hemodialysis Dose and Adequacy - a description of URR and Kt/V from the Kidney and Urologic Diseases Clearinghouse.
 * Kt/V and the adequacy of hemodialysis - UpToDate.com

Peritoneal dialysis

 * Advisory on Peritoneal Dialysis - American Association of Kidney Patients
 * Peritoneal Dialysis Dose and Adequacy - a description of URR and Kt/V from the Kidney and Urologic Diseases Clearinghouse.

Calculators

 * free Kt/V calculators, HD and PD - kt-v.net
 * Kt/V calculator - medindia.com
 * Kt/V - HDCN

Kt/V