| Literature DB >> 26668148 |
Ning Liu1, Li-Bo Man, Feng He, Guang-Lin Huang, Ning Zhou, Xiao-Fei Zhu.
Abstract
BACKGROUND: Work in voiding (WIV) of the bladder may be used to evaluate bladder status throughout urination rather than at a single time point. Few studies, however, have assessed WIV owing to the complexity of its calculations. We have developed a method of calculating work capacity of the bladder while voiding and analyzed the associations of bladder work parameters with bladder contractile function and bladder outlet obstruction (BOO).Entities:
Mesh:
Year: 2015 PMID: 26668148 PMCID: PMC4797509 DOI: 10.4103/0366-6999.171426
Source DB: PubMed Journal: Chin Med J (Engl) ISSN: 0366-6999 Impact factor: 2.628
Figure 1Examples of (a) a urodynamic curve and (b) a bladder power curve during voiding phase.
General characteristics of all patients in this study
| Parameters | Men ( | Women ( | ||
|---|---|---|---|---|
| Range | Mean ± SD | Range | Mean ± SD | |
| Age (years) | 40–84 | 62.20 ± 11.95 | 41–79 | 55.09 ± 11.08 |
| MBC (ml) | 50–814 | 311.84 ± 155.35 | 50–602 | 345.96 ± 143.41 |
| Voided volume (ml) | 20–686 | 230.07 ± 148.56 | 61–632 | 317.70 ± 162.86 |
| Voiding time (s) | 8.33–195 | 55.45 ± 32.57 | 15.33–113 | 43.49 ± 27.75 |
| PdetQmax (cm/H2O) | 40–180 | 67.22 ± 27.25 | 10.0–87.5 | 26.14 ± 16.19 |
| Qmax (ml/s) | 1.6–23.0 | 8.40 ± 5.04 | 5.0–30.0 | 14.42 ± 7.14 |
| Qave (ml/s) | 0.7–11.22 | 4.48 ± 2.91 | 2.0–26.3 | 9.37 ± 6.39 |
| AG number | −2.4–176 | 50.42 ± 32.14 | ||
| Schafer class (LinPURR) | 1–6 | 2.96 ± 1.50 | ||
| WIV (J) | 0.04–3.76 | 1.15 ± 0.78 | 0.18–2.29 | 1.30 ± 0.88 |
| WIV/t (mW) | 2.11–76.43 | 22.95 ± 14.45 | 2.42–79.79 | 23.78 ± 17.02 |
| WIV/v (J/L) | 1.39–13.05 | 5.59 ± 2.32 | 1.19–10.56 | 2.83 ± 1.87 |
AG: Abrams-Griffiths number; MBC: Maximum bladder capacity; PdetQmax: Detrusor pressure at maximal flow rate; Qmax: Maximal flow rate; Qave: Average flow rate; WIV: Work in voiding; WIV/t: Work in voiding per second; WIV/v: Work in voiding per liter of urine voided; SD: Standard deviation; LinPURR: Linearized passive urethral resistance relation.
Figure 2Scatter diagrams of the relationships between PdetQmax and work capacity parameters (n=160): (a) Work in voiding (WIV) (r=0.124, P=0.118); (b) WIV per second (r=0.089, P=0.265) and (c) WIV per liter of urine voided (r=0.845, P=0.000).
Figure 3Scatter diagrams of the relationships between Abrams-Griffiths number and work capacity parameters (n=160): (a) Work in voiding (WIV) (r=0.035, P=0.695); (b) WIV per second (r=0.152, P=0.054) and (c) WIV per liter of urine voided (r=0.814, P=0.000).
Work capacity parameters in patients with different degrees of bladder outlet obstruction
| Parameters | Schafer class | |||||||
|---|---|---|---|---|---|---|---|---|
| I | II | III | IV | V | VI | |||
| 28 | 43 | 40 | 17 | 20 | 12 | |||
| Age (years) | 48.86 ± 7.91 | 62.93 ± 12.42 | 64.30 ± 10.52 | 66.59 ± 11.56 | 67.85 ± 7.46 | 68.08 ± 6.47 | 0.430 | 0.000 |
| WIV (J) | 1.59 ± 0.77 | 0.90 ± 0.53 | 0.96 ± 0.84 | 1.42 ± 0.77 | 1.24 ± 0.92 | 1.15 ± 0.65 | –0.063 | 0.428 |
| WIV/t (mW) | 37.07 ± 10.82 | 16.60 ± 10.38 | 19.21 ± 14.82 | 25.51 ± 14.83 | 23.49 ± 16.04 | 20.69 ± 6.76 | –0.155 | 0.051 |
| WIV/v (J/L) | 4.03 ± 0.60 | 3.98 ± 1.07 | 5.40 ± 1.19 | 6.45 ± 1.88 | 8.48 ± 1.85 | 9.62 ± 2.44 | 0.779 | 0.000 |
WIV: Work in voiding; WIV/t: Work in voiding per second; WIV/v: Work in voiding per liter of urine voided.