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Home > Synthesis and Bioactivity Studies of Various 2, 5-Disubstituted-1, 3-4-Oxadiazole and 3, 4, 5-Trisubstituted-1, 2, 4-Triazole Molecules Having Azinane Core

Synthesis and Bioactivity Studies of Various 2, 5-Disubstituted-1, 3-4-Oxadiazole and 3, 4, 5-Trisubstituted-1, 2, 4-Triazole Molecules Having Azinane Core

Thesis Info

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External Link

Author

Iqbal, Javed

Program

PhD

Institute

Government College University

City

Lahore

Province

Punjab

Country

Pakistan

Thesis Completing Year

2018

Thesis Completion Status

Completed

Subject

Chemistry

Language

English

Link

http://prr.hec.gov.pk/jspui/bitstream/123456789/10471/1/Javed%20Iqbal_Chem_2018_GCU%28L%29_PRR.pdf

Added

2021-02-17 19:49:13

Modified

2024-03-24 20:25:49

ARI ID

1676727433382

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The understanding of universe has also been decorated efficiently by the chemistry like the other sciences. The organic chemistry has launched the tentative challenges in the broad spectrum to understand the chemistry of life. A chemist facilitates the humanity in all the disciplines of life especially in the field of health and care based on the pharmacological efficiencies. Here, we do not aim at discussing the skeleton of chemical sciences but actually we want to equip the thinking to realize the demands of organic chemistry. An organic chemist is always in attempts to design unique synthetic molecules or to extract natural products to quench his thirst for the study of interaction of these molecules with life. Even from a common observer it is evident that the running medicines have entered in the inefficient process from therapeutics point of view because of development of resistance and tolerance by the threatening agents. The current time extremely claims the synthetic chemists to design, discover and invent more potent therapeutic compounds to ensure the well-being, health, care and happiness of humanity like the other advancements on this sphere. The literature survey of synthetic chemistry is witness for the need of more potent and biologically active compounds. This is the motivational force which has compelled us to design heterocyclic compounds having 1,3,4-oxadiazole, 1,2,4-triazole and azinane with minimum cost, better yield and active pharmacological applications. Based on the applicability of these compounds, placement of wide variety of substituents has been designed to evaluate them for their pharmacological profile against different enzymes (acetyl cholinesterase, α-glucosidase and urease), various bacterial strains (S. typhi (-), E. coli (-), P. aeruginosa (-), S. aureus (+) and B. subtilis (+)) supported by the molecular docking to understand their active sites responsible for their pharmacological profile. BSA binding studies were also in progress parallel to the other investigations to check the binding constant which in turn justifies the pharmacodynamics and efficiency of designed drugs. The current research was organized in twelve schemes to design unique, biologically active compounds. The first scheme was furnished with the synthesis 5-(1-(4- chlorophenylsulfonyl)piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5a) and 5-(1-(4- nitrophenylsulfonyl)piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5b) by the moieties of 4- chlorophenylsulfonyl chloride (1a) and 4-nitrophenylsulfonyl chloride (1b) treated with ethyl piperidine-4-carboxylate (2) to generate ethyl 1-(4-(chloro/nitro)phenyl xiii sulfonyl)piperidine-4-carboxylate (3a-b). Ethyl 1-(4-(chloro/nitro)phenylsulfonyl) piperidine-4-carboxylate (3a-b) was treated with hydrazine monohydrate to produce 1-(4-(chloro/nitro)phenylsulfonyl)piperidine-4-carbohydrazide (4a-b) respectively. Carbohydrazides were finally converted into their respective 1,3,4-oxadiazoles. A series of 27 N-substituted-2-bromoacetamides (10a-z, 10aa) (scheme 3) and a series of 17 N-substituted-2-bromopropanamide (15b, 15c, 15e-g, 15j, 15m, 15o-t, 15v-x, 15aa) (scheme 7) were synthesized in the aqueous medium by the reaction of 2- bromoacetyl bromide (9), 2-brompropionyl bromide (14) and different substituted/ unsubstituted alkyl/aralkyl/phenyl/aryl amines. Both 5-(1-(4-chlorophenylsulfonyl) piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5a) and 5-(1-(4-nitrophenylsulfonyl) piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5b) were treated with alkyl/aryl/aralkyl halides (6a-z) to synthesize twenty six 2-(alkyl/arylthio)-5-(1-(4-chlorophenyl sulfonyl)piperidin-4-yl)-1,3,4-oxadiazole (7a-z) (scheme 2) and fifteen 2-(alkyl/aryl thio)-5-(1-(4-nitrophenylsulfonyl)piperidin-4-yl)-1,3,4-oxadiazole (12b-g, 12i, 12k-n, 12p, 12r, 12y, 12aa) (scheme 5) respectively. Twenty six 2-(5-(1-(4-chlorophenyl sulfonyl)piperidin-4-yl)-1,3,4-oxadiazol-2-ylthio)-N-(substituted) acetamide (11a-z) (scheme 4) and sixteen 2-(5-(1-(4-nitrophenylsulfonyl)piperidin-4-yl)-1,3,4- oxadiazol-2-ylthio)-N-(substituted)acetamides (13b, 13e-g, 13j, 13m, 13o, 13r-v, 13x-z, 13aa) (sheme 6) were synthesized by treatment of different N-substituted-2- bromoacetamides (10a-z, 10aa) (scheme 3) in the presence of DMF with 5-(1-(4- chlorophenylsulfonyl)piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5a) and 5-(1-(4-nitro phenylsulfonyl)piperidin-4-yl)-1,3,4-oxadiazole-2-thiol (5b) respectively. By the reaction of N-substituted-2-bromopropanamide (15b, 15c, 15e-g, 15j, 15m, 15o-t, 15v-x, 15aa) (scheme 7) and 5-(1-(4-nitrophenylsulfonyl)piperidin-4-yl)-1,3,4- oxadiazole-2-thiol (5b), twelve 2-(5-(1-(4-nitrophenylsulfonyl)piperidin-4-yl)-1,3,4- oxadiazol-2-ylthio)-N-(substituted)propanamides (16b, 16e-g, 16j, 16m, 16q, 16s-t, 16v, 16w, 16aa) (scheme 8) were synthesized. Scheme 9 was based on the synthesis of 5-(1-(4-nitrophenylsulfonyl)piperidin-4-yl)-4-phenyl-4H-1,2,4-triazole-3-thiol (19) through the reaction of 1-(4-nitrophenylsulfonyl)piperidine-4-carbohydrazide (4b) and phenylisothiocyanate (17) in the presence of ethanol through the formation of an intermediate 2-(1-(4-nitrophenylsulfonyl)piperidine-4-carbonyl)-N-phenylhydrazine carbothioamide (18) product which was cyclized into aimed product 5-(1-(4- nitrophenylsulfonyl)piperidin-4-yl)-4-phenyl-4H-1,2,4-triazole-3-thiol (19) of scheme 9. 5-(1-(4-Nitrophenylsulfonyl)piperidin-4-yl)-4-phenyl-4H-1,2,4-triazole-3-thiol (19) xiv was reacted at room temperature with equimolar quantities of alkyl/aryl/aralkyl halides (6b-e, 6g-j, 6l, 6o-p, 6r, 6t, 6x, 6z, 6aa, 6bb), N-substituted-2-bromo acetamides (10a, 10c-g, 10j, 10m, 10o-p, 10r-t, 10v, 10x-z, 10aa) (scheme 3) and Nsubstituted- 2-bromopropanamide (15c, 15f-g, 15j, 15m, 15o-s, 15v-x) (scheme 7) to synthesize seventeen 4-(5-(substituted)thio)-4-phenyl-4H-1,2,4-triazol-3-yl)-1-(4- nitrophenylsulfonyl)piperidine (20b-e, 20g-j, 20l, 20o-p, 20r, 20t, 20x, 20z, 20aa, 20bb) (scheme 10), eighteen N-(substituted)-2-(5-(1-(4-nitrophenylsulfonyl)piperidin- 4-yl)-4-phenyl-4H-1,2,4-triazol-3-ylthio)acetamides (21a, 21c-g, 21j, 21m, 21o-p, 21r-t, 21v, 21x-z, 21aa) (scheme 11) and fourteen N-(substituted)-2-(5-(1-(4- nitrophenylsulfonyl)piperidin-4-yl)-4-phenyl-4H-1,2,4-triazol-3-ylthio)propionamides (22c, 22f-g, 22j, 22m, 22o-s, 22v-x) (scheme 12) respectively. The whole library of synthesized compounds was spectroscopically characterized by using IR, 1H-NMR, 13C-NMR and EIMS spectral information to justify the available main functional groups, hydrogen atoms, carbon atoms and the fragmentation pattern of the structures of synthesized compounds. All the synthesized compounds were screened against five different bacterial strains in order to judge their antibacterial potential and almost half were found active. Compounds of current research were also subjected to check their anti-enzymatic potential against AChE, α-glucosidase and urease enzyme. Almost all the compounds were found to be excellent active agents against these enzymes. Anticancer and antiinflammatory activities of all the synthesized molecules were also tested in search of some unique drug candidates but unluckily no compound was found active against these activities. The chemistry of active sites and different functionalities responsible for the best pharmacological potential of all the synthesized compounds was verified through docking studies. In addition to it, the evaluation of protein drug interaction assisted us in understanding the various binding sites and binding constant to justify the stay of the drugs in the body, their circulation, metabolism, elimination and pharmacodynamics. The sketched library of the compounds in the twelve various schemes were synthesized efficiently with high yield and purity through environment friendly protocol with minimum cost and time. The following synthetic as well as biological screening studies resulted in the identification of a list of compounds (54) with broad spectrum of biological and pharmacological applications. These compounds may be admitted by the pharmacological world as new unique cost effective and human friendly therapeutic agents for the betterment of humanity." xml:lang="en_US
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حسرت ہی رہی مجھ پہ و ہ احسان کرے گا

حسرت ہی رہی مجھ پہ وہ احسان کرے گا
دیدار سے ہر درد کا درمان کرے گا

ہے عید کا دن آج وہ نکلے گا سنور کے
وہ عید کے دن حشر کا سامان کرے گا

بے چین مرے دل نہ رقیبوں سے ہوا کر
دشمن ہے تو ہر حال میں نقصان کرے گا

بیمارِ محبت ہے نکل جائے مطب سے
یہ اور مریضوں کو پریشان کرے گا

تائبؔ سے کبھی جان کو تو مانگ کے تو دیکھ
سو بار ترے نام پہ قربان کرے گا

Water Sharing Conflicts and Management in the Indus River Basin

Sharing water resources within country and amongst transborder countries often create conflict because of increasing demand of fresh water for their domestic, industrial and agricultural sectors due to growing population and increasing economic activities. As a result, every country is interested to build more water storages like dams and barrages to safeguard their water requirements in the lean periods or to protect their areas during flood period. Therefore, a transboundary conflict amongst riparian countries on water sharing is obvious facts which are resolved either through bilateral dialogue or by involving international arbitrators. Similarly, a conflict of water sharing within a country has also been serious issue particularly during drought and lean period resulting political conflicts and obstacles in construction of dams and reservoirs. Pakistan is country of 207 million populations, the sixth of the most populated country of the world has been facing transboundary water sharing conflict with India while within a country inter provinces mistrust over water distribution has created reservation over the construction of new water storages. Pakistan has two agreements which provide legal framework for water distribution and management. Indus Water Treaty is an international agreement signed in 1960 between India and Pakistan and other is national agreement amongst the provinces called Indus water accord signed in 1991 by province. Despite several reservations and hostile territorial conflicts between India and Pakistan the Indus water treaty has been successfully functioning in managing water distribution of Indus River and its eastern tributaries originate from Indian occupied Kashmir. Similarly, Indus water accord 1991 provides a mechanism to resolve water sharing conflicts amongst provinces.

Designing, Construction and Characterization of Field Scale Constructed Wetland for the Treatment of Domestic Wastewater

Pakistan, as many developing countries, is facing serious water quantity and water quality issues due to industrial, agricultural and municipal activities. Water availability among others is predicted to be less than 700 m3 per capita by 2025 which is far below the international standard of 1500 m3 per capita. In addition, water pollution is causing unfavorable health conditions by raising the level of water borne diseases. Reuse of the wastewater after treatment is one of the possible option to comply with water shortage. With the designing, construction and long term treatment process of wastewater other factors such as less energy consumption, operation and management and cost effectiveness should also be considered in developing countries like Pakistan. Constructed wetlands considered effective in developing countries for their low construction, management and operational cost. Constructed wetlands are considered as attached growth bioreactors in which microbial colonization occur either in substrate in the form of biofilm or they form association in plants roots. The present study aimed to construct a treatment system (constructed wetland) for the treatment of domestic wastewater of Quaid-i-Azam University residential colony. For this purpose initially laboratory scale wetland study was designed and evaluated. Laboratory scale horizontal subsurface flow (HSSF) and hybrid Horizontal and Vertical subsurface flow (HSSF+VSSF) constructed wetland with a surface area of 0.75 m2 were built for the treatment of domestic wastewater. The wetland units were planted with Typha latifolia. Both units were fed with domestic wastewater at flow rate of 0.0384 m3/d. Removal efficiencies of the both systems were increased with time and showed removal of COD and BOD upto 90 and 96 %, TSS 70 and 79 %, Nitrate 97 and 79 %, Nitrite 95 and 97 %, Phosphate 75 and 80 % and sulphates 59 and 53 % for HSSF and HSSF-VSSF setups respectively. Furthermore, for a single house hybrid constructed wetland system was constructed at pilot scale and was operated at continuous average flow rate of 1.6 liter per day with measured HRT of 8.6 Days. Year round performance of the system was monitored for physio chemical and microbial analysis. Significant results were found during the study and effluent of the system meets the national standards of water discharge by giving average removal efficiencies of 89.61 % for COD, 89.0 % for BOD, 94.0 % for NO-2, 81.13 % for NO-3, 36.94 % for SO4-2, 66.29 % for PO4-4, 94.5 % for TSS and 96.36 % for MPN. Based on the results of Lab-scale and Household units two systems at field scale were constructed receiving continuous flow of wastewater from residential colony of QAU. System-I consisted of an anaerobic baffled reactor (ABR) followed by a saturated vertical subsurface-flow (VSSF) CW and a free-water-surface (FWS) CW as a tertiary treatment; system-II consisted of an ABR followed by a horizontal subsurface-flow (HSSF) CW and FWS constructed wetland. Maximum reduction of 80 and 78 %, 81 and 82 %, 63 and 69 %, 79 and 89 % for COD, BOD, TKN and TSS was achieved in Systems I and II respectively. There was also effective removal (93-94 %) of the bacterial population in both the systems while more than 94 % of pathogenic microorganisms were removed. Data from both the systems were further used to compute the first–order rate constants for the k–C* model commonly used in CW design. The treatment performance was confirmed to follow a first-order reaction rate, in which the k20 values of Chemical oxygen demand, Biological oxygen demand, Total Kjeldahl nitrogen, Total phosphorus and Total suspended solids were calculated as 165, 117, 133, 7.5 and 78 m.yr-1 respectively for VSSF and 226, 134, 199, 22 and 73 m.yr-1 respectively for HSSF. A positive correlation with temperature was observed for all the parameters studied in the systems. Treated water from Field scale wetland was used for irrigation of different vegetables in summer and winter season. For this purpose vegetables were irrigated with raw sewage, treated sewage and tap water. A significant difference in aerobic plate count (APC) was found between vegetables irrigated with sewage water and wetland treated water. Significant difference in microbial load was observed in summer and winter season for both groups of vegetables irrigated with treated and untreated water. Non-significant difference was found between the growth of vegetables irrigated with sewage water and treated water, after 60 days of sowing. Therefore, it could be inferred from this study that wetland treatment significantly reduced the risk of pathogen spread in vegetables irrigated with sewage water. Application of constructed wetland 2D (CW2D) model HYDRUS Wetland module was used for the Vertical subsurface flow constructed wetland that was running in continuous mode without having any sequential dry and wet periods. Collected data was processed to examine whether the model could work for simulation of VSSF treating sewer wastewater with varying hydraulic loading rate (HLR). Results of simulation from CW2D was better fit in with the measured values for COD, Ammonia and Nitrates. CW2D can be used for the constructed wetlands receiving varying concentration of wastewater. In conclusion this study is the first study which contributed to the environment protection at the local level and a wastewater treatment system was constructed at Quaid-i-Azam University. This would lead to the duplication of such systems throughout the country for wastewater treatment at site on those areas which are not connected to main treatment systems of the city.