{"id":273,"date":"2012-10-10T08:54:23","date_gmt":"2012-10-10T00:54:23","guid":{"rendered":"http:\/\/comp.utm.my\/azman2\/?page_id=273"},"modified":"2025-08-11T08:34:24","modified_gmt":"2025-08-11T00:34:24","slug":"intelectual-property","status":"publish","type":"page","link":"https:\/\/people.utm.my\/noreliza\/intelectual-property\/","title":{"rendered":"Intelectual Property (Selected)"},"content":{"rendered":"<ol>\n<li>Source code for a Basic HERSHFIELD Probable Maximum Precipitation Program (FORTRAN) &#8211; LY2016003879 (IP\/CR\/2016\/0492)<\/li>\n<li>EXCEL PROGRAM &#8211; ANALYSIS OF FLUID FLOW IN PARALLEL PIPELINE SYSTEM &#8211; EXCEL PROGRAM &#8211; LY2018006569 (IP\/CR\/2018\/0642)<\/li>\n<li>EXCEL PROGRAM-ANALYSIS OF FLUID FLOW IN PIPELINE SYSTEM PARALLEL AND SERIES &#8211; LY2018006576 (IP\/CR\/2018\/0648)<\/li>\n<li>EXCEL PROGRAM &#8211; FLUID FLOW IN SINGLE PIPE LINE &#8211; LY2018006574 (IP\/CR\/2018\/0652)<\/li>\n<li>EXCEL PROGRAM &#8211; FORCE OF MOVING FLUID ON PLANE SURFACE AND IN PIPE BEND &#8211; LY2018006419 (IP\/CR\/2018\/0869)<\/li>\n<li>EXPERT QUESTIONNAIRE &#8211; DEVELOPMENT OF INTEGRATED DISASTER RISK INDEX MODEL FOR LOCAL ASSESSMENT IN MALAYSIA FOR VULNERABILITY INDICATORS &#8211; LY2019008832 (IP\/CR\/2019\/0843)<\/li>\n<li>FLOOD ROUTING EXCEL PROGRAM FOR MUSKINGAM METHOD &#8211; HIGHEST R SQUARE TECHNIQUE, IP\/CR\/00935, 2020<\/li>\n<li>EXCEL PROGRAM &#8211; Non-Point Source Pollution Load Excel Program, IP\/CR\/02331, 2023<\/li>\n<li><span class=\"TextRun SCXW218773098 BCX0\" lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW218773098 BCX0\" data-ccp-parastyle=\"Body Text\">Module <\/span><span class=\"NormalTextRun SCXW218773098 BCX0\" data-ccp-parastyle=\"Body Text\">Climate Change Awareness and Waste Management Primary School Level 1<\/span><span class=\"NormalTextRun SCXW218773098 BCX0\" data-ccp-parastyle=\"Body Text\">, Copyright MYIPO, LY2023J0669<\/span><\/span><span class=\"EOP SCXW218773098 BCX0\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335551550&quot;:6,&quot;335551620&quot;:6,&quot;335559739&quot;:120,&quot;335559740&quot;:276,&quot;469777462&quot;:[1677],&quot;469777927&quot;:[0],&quot;469777928&quot;:[1]}\"> , 2024<\/span><\/li>\n<li>MODUL PENDIDIKAN ALAM SEKITAR DALAM TALIAN &#8211; SAHABAT AIR, Copyright \u00a0IP\/CR\/04737, 2025<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Source code for a Basic HERSHFIELD Probable Maximum Precipitation Program (FORTRAN) &#8211; LY2016003879 (IP\/CR\/2016\/0492) EXCEL PROGRAM &#8211; ANALYSIS OF FLUID FLOW IN PARALLEL PIPELINE SYSTEM &#8211; EXCEL PROGRAM &#8211; LY2018006569 (IP\/CR\/2018\/0642) EXCEL PROGRAM-ANALYSIS OF FLUID FLOW IN PIPELINE SYSTEM PARALLEL AND SERIES &#8211; LY2018006576 (IP\/CR\/2018\/0648) EXCEL PROGRAM &#8211; FLUID FLOW IN SINGLE PIPE LINE &#8211; [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-273","page","type-page","status-publish","hentry","entry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/pages\/273","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/comments?post=273"}],"version-history":[{"count":2,"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/pages\/273\/revisions"}],"predecessor-version":[{"id":1325,"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/pages\/273\/revisions\/1325"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/noreliza\/wp-json\/wp\/v2\/media?parent=273"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}