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Record W4387412276 · doi:10.5614/jts.2023.30.2.10

Pemenuhan Kekurangan Air melalui Simulasi Jaringan Pipa Transmisi Air Bersih SPAM Kota Lhokseumawe

2023· article· id· W4387412276 on OpenAlexaff
Muhammad Yafi, Azmeri Azmeri, Ahmad Reza Kasury, Tuti Rahmawati, Muhammad Fauzi

Bibliographic record

VenueJurnal Teknik Sipil · 2023
Typearticle
Languageid
FieldEngineering
TopicEngineering and Technology Innovations
Canadian institutionsWiLAN (Canada)
Fundersnot available
KeywordsPhysics

Abstract

fetched live from OpenAlex

Abstrak Pesatnya pertumbuhan penduduk dan laju pembangunan berbagai sektor dan bidang pada suatu daerah berdampak terhadap besarnya kebutuhan air bersih. Kota Lhokseumawe berpenduduk padat namun memiliki permasalahan belum terpenuhinya kebutuhan air bersih bagi masyarakat serta kontinuitas air bersih yang belum terjaga sebagai syarat standar pelayanan minimum sebuah kota. Oleh karena itu studi ini bertujuan untuk memperoleh informasi dimensi pipa, nilai parameter hidrolik pipa transmisi, dan mencukupi pasokan air bersih di Kota Lhokseumawe berdasarkan hasil simulasi jaringan air bersih. Simulasi jaringan pipa transmisi air bersih dilakukan dengan menggunakan perangkat lunak Epanet 2.2 lalu membandingkan hasil simulasi Epanet 2.2 dengan perhitungan manual pada beberapa pipa. Berdasarkan hasil simulasi diperoleh informasi optimal berupa diameter pipa transmisi HDPE Ø560 mm dengan total panjang pipa dari reservoir intake Sungai Krueng Mane sampai Reservoir IPA Muara Satu – Rancong yaitu 22 km. Diperlukan penggunaan 3 buah pompa dan 2 buah katup type PRV dan type PSV, dengan mengacu pada spesifikasi perencanaan pipa transmisi air baku. Parameter hidrolik pipa transmisi yang optimal diperoleh kecepatan aliran sebesar 1,82 m/det, kehilangan tenaga 3,54 m/km, koefisien gesekan 0,012, dan debit aliran 449,42 l/det, sehingga mencukupi kebutuhan air di Kota Lhokseumawe. Kata Kunci: Epanet 2.2, Lhokseumawe, Pipa transmisi, IPA Muara Satu - Rancong Abstract The rapid population growth and the rate of development of various sectors and fields in an area have an impact on the large demand for clean water. Lhokseumawe City has several problems in meeting the supply of clean water, such as the water being distributed is not sufficient to meet the needs of the community and the continuity of clean water is not maintained. This study aims to determine the dimensions of the pipe, the value of the hydraulic parameters of the transmission pipe, and the sufficient supply of clean water in Lhokseumawe City. The simulation of transmission pipe network with the Epanet 2.2 software, and compare with manual calculations on several pipes. The optimal result of modeling water demand are the diameter of HDPE transmission pipe Ø560 mm and the total pipe length from the Krueng Mane River intake reservoir to the Muara Satu – Rancong WTP Reservoir, which is 22 km. Needs 3 pumps and 2 valves of the PRV type and PSV type, with reference to the design specifications for the water transmission pipe. The optimal calculation results show that the flow velocity is 1.82 m/s, the power loss is 3.54 m/km, the friction coefficient is 0.012, the flow rate is 449.42 l/s, so that it is sufficient for water needs in Lhokseumawe City. Keywords: Epanet 2.2, Lhokseumawe, Transmission pipeline, WTP Muara Satu – Rancong

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.017
Threshold uncertainty score0.056

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0000.000
Science and technology studies0.0010.000
Scholarly communication0.0020.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0170.003

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.013
GPT teacher head0.229
Teacher spread0.216 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

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Citations0
Published2023
Admission routes1
Has abstractyes

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