scholarly journals An Analysis of Pesticide Residue in Vegetables Sold In Zamboanga City, Philippines

2017 ◽  
Vol 29 (1) ◽  
Author(s):  
Maisora T. Tahil

Pesticide contaminations on vegetables are widespread and found to be one of the causes of food poisoning in the Philippines.  The study examined the presence and determined the quantity of pesticide present in three (3) samples of vegetables sold at the Zamboanga City Public Market and Bagsakan Center, Sta. Cruz Market, Zamboanga City. Purposive random sampling was used in the selection of the three vegetable samples, which were Cabbage (Brassica oleraceaorvarcapitata Linn.), Lettuces (Lactucasativa Linn.), and Cauliflower (Brassica oleracea var. botrytis). This was analyzed at Cagayan de Oro Bureau of Plant Industry, Pesticide Analytical Laboratory. Gas Chromatography was used in the determination of the presence of pesticide residue. Three trials were conducted for each sample and the average was computed for the final result. A No Detection (ND) results the findings to all the samples, an implication that the vegetables which were sold and bought from the two public markets in Zamboanga City were free from pesticide residues.  It is recommended that other fruits and vegetables may be analyzed on different kinds of pesticides considered to be systemic and non-systemic, and after a heavy rain fall. Similarly, recommended that periodic monitoring for pesticide residue and other hazardous chemicals by the appropriate agency responsible for the health and welfare of the general public.

2017 ◽  
Vol 9 (1) ◽  
Author(s):  
Imam Setiadi ◽  
Dinda Rita K. Hartaja

Selection of the appropriate composition desalination units can be done with a variety of method approaches, one of the method is the Analytic Hierarchy Process. In determining the desalination unit with AHP method to consider is setting a goal, an alternative criteria and pairwise comparison. Research for the determination of the exact composition of the desalination unit in order to achieve sustainable drinking water suppy in coastal areas and small islands has been conducted. The results of the study are as follows, the energy demand of 50.83%, operator costs of 26.64%, maintenance costs of 14.13% and chemical requirement 8.4%. For an alternative composition desalination unit of RO 10 m3 / day is the best alternative composition with value of 59.61%, the composition of the next alternative is RO 20 m3/ day of 30.40% and the last alternative of the desalination unit composition is RO 120 m3/ day of 09.99%.Key words : Desalination, Mukti Stage Flash Composition, AHP


Kerntechnik ◽  
2008 ◽  
Vol 73 (3) ◽  
pp. 118-121
Author(s):  
T. Heinrich ◽  
L. Funke ◽  
M. Köhler ◽  
U.-K. Schkade ◽  
F. Ullrich ◽  
...  

2020 ◽  
pp. 73-75
Author(s):  
B.M. Bazrov ◽  
T.M. Gaynutdinov

The selection of technological bases is considered before the choice of the type of billet and the development of the route of the technological process. A technique is proposed for selecting the minimum number of sets of technological bases according to the criterion of equality in the cost price of manufacturing the part according to the principle of unity and combination of bases at this stage. Keywords: part, surface, coordinating size, accuracy, design and technological base, labor input, cost price. [email protected]


1994 ◽  
Vol 29 (1-2) ◽  
pp. 53-61
Author(s):  
Ben Chie Yen

Urban drainage models utilize hydraulics of different levels. Developing or selecting a model appropriate to a particular project is not an easy task. Not knowing the hydraulic principles and numerical techniques used in an existing model, users often misuse and abuse the model. Hydraulically, the use of the Saint-Venant equations is not always necessary. In many cases the kinematic wave equation is inadequate because of the backwater effect, whereas in designing sewers, often Manning's formula is adequate. The flow travel time provides a guide in selecting the computational time step At, which in turn, together with flow unsteadiness, helps in the selection of steady or unsteady flow routing. Often the noninertia model is the appropriate model for unsteady flow routing, whereas delivery curves are very useful for stepwise steady nonuniform flow routing and for determination of channel capacity.


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