When a stent is implanted in a blocked ureter, the urine passing from the kidney to the bladder must traverse a very complicated flow path. That path consists of two parallel passages, one of which is the bore of the stent and the other is the annular space between the external surface of the stent and the inner wall of the ureter. The flow path is further complicated by the presence of numerous pass-through holes that are deployed along the length of the stent. These holes allow urine to pass between the annulus and the bore. Further complexity in the pattern of the urine flow occurs because the coiled “pig tails,” which hold the stent in place, contain multiple ports for fluid ingress and egress. The fluid flow in a stented ureter has been quantitatively analyzed here for the first time using numerical simulation. The numerical solutions obtained here fully reveal the details of the urine flow throughout the entire stented ureter. It was found that in the absence of blockages, most of the pass-through holes are inactive. Furthermore, only the port in each coiled pig tail that is nearest the stent proper is actively involved in the urine flow. Only in the presence of blockages, which may occur due to encrustation or biofouling, are the numerous pass-through holes activated. The numerical simulations are able to track the urine flow through the pass-through holes as well as adjacent to the blockages. The simulations are also able to provide highly accurate results for the kidney-to-bladder urine flow rate. The simulation method presented here constitutes a powerful new tool for rational design of ureteral stents in the future.

1.
Lam
,
J. S.
, and
Gupta
,
M.
, 2004, “
Update on Ureteral Stents
,”
Urology
0090-4295,
64
(
1
), pp.
9
15
.
2.
Denstedt
,
J. D.
,
Reid
,
G.
, and
Sofer
,
M.
, 2000, “
Advances in Ureteral Stent Technology
,”
World J. Urol.
0724-4983,
18
(
4
), pp.
237
242
.
3.
Alsikafi
,
N. F.
,
O’Connor
,
R. C.
,
Kuznetsov
,
D. D.
,
Dachman
,
A. H.
,
Bales
,
G. T.
, and
Gerber
,
G. S.
, 2002, “
Prospective Evaluation of Ureteral Stent Durability in Patients With Chronic Ureteral Obstruction
,”
Urology
0090-4295,
59
(
6
), pp.
847
850
.
4.
Jones
,
D. S.
,
Bonner
,
M. C.
,
Gorman
,
S. P.
,
Akay
,
M.
, and
Keane
,
P. F.
, 1997, “
Sequential Polyurethane-poly(methylmethacrylate) Interpenetrating Polymer Networks as Ureteral Biomaterial: Mechanical Properties and Comparative Resistance to Urinary Encrustation
,”
J. Mater. Sci.: Mater. Med.
0957-4530,
8
(
11
), pp.
713
717
.
5.
Choong
,
S. K.
,
Wood
,
S.
, and
Whitfield
,
H. N.
, 2000, “
A Model to Quantify Encrustation on Ureteric Stents, Urethral Catheters and Polymers Intended for Urological Use
,”
Br. J. Urol.
0007-1331,
86
(
4
), pp.
414
421
.
6.
Monga
,
M.
, June, 2005, personal communication, Department of Urology, University of Minnesota, Minneapolis.
7.
Duck
,
F. A.
, 1990,
Physical Properties of Tissue
,
Academic Press
, London.
8.
Anon., 1974,
CRC Handbook of Chemistry and Physics
, 55th ed.
CRC Press
, Boca Raton.
9.
Culkin
,
D. J.
,
Zitman
,
R.
,
Bundrick
,
W. S.
,
Goel
,
Y.
,
Price
,
V. H.
,
Ledbetter
,
S.
,
Mata
,
J. A.
, and
Venable
,
D. D.
, 1992, “
Anatomic, Functional, and Pathologic Changes From Internal Ureteral Stent Placement
,”
Urology
0090-4295,
40
(
4
), pp.
385
390
.
10.
Mundy
,
A. R.
,
Stephenson
,
T. P.
, and
Wein
,
A. J.
, 1994,
Urodynamics: Principles, Practice and Application
, 2nd ed.,
Churchill Livingstone
, Edinburgh.
11.
Patel
,
U.
, and
Kellett
,
M. J.
, 1996, “
Ureteric Drainage and Peristalsis After Stenting Studied Using Colour Doppler Ultrasound
,”
Br. J. Urol.
0007-1331,
77
(
4
), pp.
530
535
.
12.
Seymour
,
H.
, and
Patel
,
U.
, 2000, “
Ureteric Stenting–Current status
,”
Semin. Interv. Radiol.
,
17
, pp.
351
366
.
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