Objective: to evaluate the benefit of coverage of
the urethral repair by dorsal dartos flap as a second
layer for preventing fistula and V like incision on
the tip of the glans for preventing meatal stenosis.
Patients and Methods:
Forty five children included in this study age
ranged ( 11 months – 7 years), they underwent
hypospadias repair between December 2008 to
March 2012, all cases with distal hypospadias,
same technique used for all patients, a combination
of techniques used for reconstruction starting
withtubularized incised plate urethroplasty with deepithelialized
or stripping of the skin from both
sides of U shaped incision surrounding the urethral
plate, adding a V like incision on the top (tip of
glans) of the midline urethral plate incision that
give wide meatus subsequently prevent meatal
stenosis and no need for dilatation after stent
removal, followed by harvesting well vascularized
dartos flap from de-epithelialized preputial skin
and transposing itventrally by buttonholing
maneuver and suturing the flap as a second layer
along the neourthral suture line, finally
approximation of glans , so achieving three layer
closure.
Results :All patients are followed for (6 months-
24 months) mean was 15 months, only two patients
(4.4%) complicated with small fistula at the
subcoronal region at the beginning of the study
operated after 6 months and the fistula closed
successfully. Twenty five cases (55.5%) with
Chordee were completely released with no
recurrence. No dilatation was needed after removal
of stent for neomeatus developed a good stream of
urine with no problems regarding stenosis.
Conclusions: In this study hypospadias repair
should achieve three layer closures by using a
dartosfalp as a second layer to cover neourethral
suture line combined with stripping the skin on the
edge of the U shaped incision to gain secure
closure of the neourethra, which will prevent
fistula formation. We recommend adding a
Vincision on the tip of the glans connected with
midline urethral plate incision to prevent meatal
stenosis.
This study aims to identify the teaching problems that teachers of students with intellectual disabilities face, in addition to exploring the solutions suggested by them in order to overcome such problems or challenges. The researchers used a qualitative approach in order to understand the teachers' perceptions about these problems in a more in-depth way. The interview tools (in-depth and semi-structured interviews) were used to collect data from (3) female teachers from special education programs in the Asir region. The results revealed a number of themes including problems related to students, teachers and the teaching methods they use, curricula, school environment, and school administration. Moreover, the results indicated that famil
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... Show MoreRapid, reproducible and accurate method has been developed for the assay for of mebendazol (MBZ) residual assay. The method is based on alkaline hydrolysis of MBZ with sodium hydroxide then oxidation with N-bromosuccinimide (NBS) followed by coupling with 4-Bromoaniline (4-BA) to yield a highly colored product absorbed at maximum 434 nm. Regression analysis of linearity range was found (0.6-2.8) µg.ml-1. The optimum conditions that affect the oxidation were studied. The developed method was found to be precise with mean value of relative standard deviation (1.153- 1.303) and accurate with relative error (-0.5940-1.7821) .The calculated molar absorptivity and sandal sensitivity values of (29825 L.mol-1.cm-1), 0.0099 µg.cm-2 respe
... Show MoreReinforced concrete slabs are one of the most important and complicated elements of a building. For supported edges slabs, if the ratio of long span to short span is equal or less than two then the slab is considered as two-way slab otherwise is consider as one-way slab. Two-way reinforced concrete slabs are common in use in reinforced concrete buildings due to geometrically arrangement of columns suggested by architects who prefer a symmetric distribution of columns in their plans. Elastic theory is usually used for analysis of concrete slabs. However, for several reasons design methods based on elastic principles are limited in their function. Correspondingly, limit state analysis o