Background: Humeral diaphyseal fracture usually
heals with closed methods but when nonunion
develops then it needs surgical intervention in the
form of plating and bone grafting, intramedulary
nailing (open or closed simple or interlocking nails)
and external fixators (circular or one plane fixator).
In our unit we treated non union humeral
diaphyseal fracture with plating and bone grafting
shortening of fracture ends up to 4 to 5cm when
needed. Methods: This study was conducted at
Orthopaedic Department of AL-Sadar General
Hospital from January 2004 till December2005 .
We included 20 cases with atrophic non-union in
12(60%) and hypertrophic non-union in 8 (40%)
patients. All atrophic non-union were treated with
plating, bone shortening by transverse osteotomy
and bone grafting, while hypertrophic non-union
were treated with decortications of non-union ends
and fixation with compression plates, with bone
grafting in old age. Follow up measures were based
on clinical (range of joints motion) and radiological
(healing) findings. Follow up was done for upto 6
months . Results: Out of 20 patients the age range
was 20- 60 years, 16 (80%)were male and 4(20%)
female. Right humerus involved in 15( 75 %)
while left humerus in 5( 25%) patients.
In12(60%) patients with atrophic non union bone
shortening by transverse cut osteotomy was done
while in remaining patients with hypertrophic nonunion
plating was done in 2( 10 %) cases and
plating with bone grafting in 6( 30%) patients.
Union was achieved in all patients after 16 to 20
weeks of surgery. In one patient ( 5 %) of 75 years
age with hypertrophic non-union implant was
loosened after 3 months of surgery. At that time
healing (Union) was evident on X-rays and humeral
brace was applied for further 3 months. Two
patients( 10 %) got neuropraxia of radial nerve
which resolved with in 3 months time. 2 patients
(10 %) developed shoulder stiffness which resolved
after exercise. Conclusion: In Non Union of
Humerus shortening by transverse osteotomy &
rigid fixation with plates give excellent results in
selected cases.
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The increasing number of orphans and their organizations and institutes in our community makes it increasingly important to design and develop an expert system that supports decisions concerning orphans and their families. This system can be used by any orphans organization to facilitate its work.
The proposed work is designed to manage the Orphans and Families of Martyrs of Terrorism Expert System (OFMTES) by registry all information about all orphans to display mostly orphan deserves bill, data is entered for each orphan, and with each entry a counter is increased according to this input information; the output result represents the score for that orphan. Different orphans have different scores. Coloring is used to know the degree o
Each Arab Islamic city is distinguished by its distinctive characteristics dictated by the nature of its location and its characteristics, as we see it mountainous in the mountains, deserts in the deserts, and coastal in the coasts, and this is reflected in the models of its buildings and designs and even in its structure. However, this uniqueness did not stand in the way of the emergence of characteristics and common characteristics of these cities over time, the factors derived from the core of the life of the community habits and traditions and beliefs and living requirements and environmental conditions that all piled in the process of building and construction of the Arab Islamic city to draw The features and lines of life of the co
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Diyala River is one of the important rivers that provide water for the Governorate of Diyala. In this research, the morphology and sediment transport of this river were studied using HEC-Ras software. The selected length of the river in the present study is 193 km and extended from Diyala Weir to the confluence of Tigris River and Diyala River. The fieldwork period extended from June 2020 till August 2020, where suspended-load and bed-load samples were collected and surveyed some cross-sections. The one-dimensional sediment transport model has been calibrated for five years, from 2014 to 2019. The results were compared with the measured cross-sections in 2019, and the suitable value of (maximum depth
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