Article Per Year (5 Year)
p-Index From 2020 - 2025
2.386
P-Index
This Author published in this journals
All Journal Journal of Innovation and Applied Technology The Spirit of Society Journal : International Journal of Society Development and Engagement IJEEIT : International Journal of Electrical Engineering and Information Technology IJIEEB : International Journal of Integrated Education, Engineering and Business Proceeding of World Conference Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Jurnal Layanan Masyarakat (Journal of Public Service) NEUTRON : Research from all areas of the Civil Engineering JURNAL EKONOMI (JE) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Narotama Jurnal Teknik Sipil International Journal of Engineering, Science and Information Technology
farida hardaningrum
Civil Engineering Departments, Faculty Of Engineering, Narotama University Surabaya, Indonesia
Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Physics Social Sciences Transportation Other

Published : 19 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 4 Documents
Search
Journal : Proceeding of World Conference

 1 
Effect On Transfer Of Drainage System Flow Conditions Due To Construction Industry Settlement Of Shoes: (Case study: In Modong Village District of Tulangan On Sidoarjo Regency) Gilang Yudha Akbar; Farida Hardaningrum
Journal of World Conference (JWC) Vol. 2 No. 1 (2020): January 2020
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/prd.v2i1.110

Abstract

Industrial development in the village shoe Kepuhkemiri-Modong subdistrict of Sidoarjo regency Reinforcement require changing the flow pattern of the existing drainage channels affected by the construction. The shoe industry has a spacious area ±48.700 m2, so that the necessary planning measurable drainage system in order to move the existing flow patterns affected by construction. To calculate capacity analysis of new tertiary channel, channels in the industrial area, and the flow pattern in the area of ??the shoe industry. Data rainfall station includes four observation stations are Durungbedug, KETIMANG, Sidoarjo and Sumput and use rain observation period of 10 years. Channel overall flow of new tertiary and industrial areas in the channels piped to DAS 'Waterstand Channel' north side. Analysis of the design rainfall in this deign using the method of Log-Pearson III. The result of the rain discharge when the 5-year plan amounted to 121,369 m3 / sec, the channel carrying capacity of 2070m3, while the capacities of the channel plan with the calculations 2736,34 m3
Analysis of Boezem Kalidami Pump Capacity To Cope With Floods East Surabaya Region R. Dandy Jurindra Pratama; Adi Prawito; Farida Hardaningrum
Journal of World Conference (JWC) Vol. 3 No. 3 (2021): May 2021
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kalidami river has a length of 4.2 kilometers with a stretch of channels from the Airlangga, Manyar, Kertajaya, to Kejawan Putih Tambak areas. Boezem Kalidami is located at the downstream of the Kalidami river which is also equipped with a pump house and a water gate. The Log Pearson III method produces a design rainfall of 127.38 mm / 24 hours so that the rainfall is very heavy. So that it will produce a maximum flood discharge of 40.3 m³ / s and when compared to the capacity of Boezem Kalidami which is only 49,440 m³, Boezem Kalidami will fill very quickly. Coupled with the total efficient pump capacity of only 15.33 m³ / s, Boezem is only able to accommodate the first 2 hours and an overflow of 1.58 meters from Boezem Kalidami's riverside at 2.14.
Construction of a Road Network in Central Surabaya And Traffic Conditions in The Girilaya Road Surabaya City Based on Geographic Information Systems Arip Widarto; farida hardaningrum
Journal of World Conference (JWC) Vol. 4 No. 1 (2022): Januari 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The purpose of this study was to create a road network in the form of a geographic information system and to find out the traffic conditions that occurred on the Girilaya road, Surabaya City in 2021. This traffic condition research used a method that refers to the calculation of congestion figures. In accordance with field observations, the road with the type of road 2/2 UD is two lanes – two-way undivided, with a road width of 6 meters for a total of 2 directions with a shoulder of 1 meter each on the right and left sections. The facilities on these roads are not equipped with traffic signs such as (no stopping, no parking, speed limit). The highest average daily traffic volume on this road segment is from 07.00 – 18.00 as many as 1725.8 vehicles/hour. Motorcycles are the most dominant type of vehicles passing through these roads. From the analysis of the level of congestion carried out, the results showed that the side barriers on the road segment were categorized as moderate (M) at 378.6 events/hour. Congestion occurs because of the density of activities and vehicles reduce speed and stop on the side of the road. This results in the value of service on the road section being D indicating that the flow of vehicles is obstructed, the speed is low and the volume of vehicles is above capacity. Therefore, the role of the government is very important to reduce the level of congestion that occurs and drivers are more orderly in carrying out activities on these roads.
Evaluation of The Capacity of The Araya Pump House in Managing Flood of Kalibokor Channel Sisi Jl. Arief Rachman Hakim Kelvin Gilang Romadhon; Adi Prawito; Farida Hardaningrum
Journal of World Conference (JWC) Vol. 4 No. 1 (2022): Januari 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kalibokor Channel is one of the primary channels in East Surabaya. This channel overflows during the rainy season. The inundation height that occurs is between 0-15 cm. Some of the flood-prone areas that the channel passes through are Manyar, Klampis, Gebang Putih, and JL. Arif Rahman Hakim. The Surabaya City Government built the araya pump house as a helper for the Kalibokor channel in order to reduce inundation on Jl. Arief Rachman Hakim and reduce the load on the Kalibokor pump house. The study was conducted by calculating the value of the planned rain and flood discharge, then analyzing the existing one and ending by recommending a new pump capacity design. The results of the analysis calculation obtained that the planned discharge entered the Kalibokor primary channel on the side of Jl. Arief Rachman Hakim is 18.56 m3/s while the existing capacity of the Kalibokor primary channel on the side of Jl. Arief Rachman Hakim can only accommodate a capacity of 16.6 m3/s.
Co-Authors Abdul Rohim Adi Prawito Ani Wulandari Arip Widarto Atik Wahyuni Choirul Umam, Mohammad Wildan Diah Ayu Restuti Diah Ayu Restuti Wulandari Eridhita Kristhya Devianti Gilang Yudha Akbar Ilhamzah, Tariq Kelvin Gilang Romadhon Misbakul Munir MOCH. ALFARUQ JUNAEDI Muhammad Zainal Muttaqin Palupi, Doni Ndito PUTRI ZANUFA SARI R. Dandy Jurindra Pratama R. Endro Wibisono Rahman, Aris Rahman, Aris Retsadika Kusriardi Rizal Bahaswan Ronny Durrotun Nasihien, Ronny Durrotun Sugeng Hariyanto Wiwin Agus Kristiana