| dc.contributor.advisor | Setiawan, Budi Indra | |
| dc.contributor.author | Hadi, Muhamad Ahsanul | |
| dc.date.accessioned | 2022-08-05T03:21:05Z | |
| dc.date.available | 2022-08-05T03:21:05Z | |
| dc.date.issued | 2022 | |
| dc.identifier.uri | http://repository.ipb.ac.id/handle/123456789/113208 | |
| dc.description.abstract | Kondisi daerah yang jauh lebih tinggi dari sumber air dibutuhkan alat untuk
menaikan air tersebut. Pompa Hidram adalah salah satu solusi alternatif yang dapat
digunakan untuk menaikan air ke Kolam Percobaan FPIK IPB. Penelitian ini
bertujuan untuk melanjutkan hasil penelitian mengenai modifikasi dan uji kinerja
pompa hidram dalam penerapannya di lapangan. Perhitungan efisiensi pompa
menggunakan metode Efisiensi Rankine dan Efisiensi D’Aubuisson. Penelitian
dilakukan pada 3 variasi beda tinggi sumber air menuju pompa yaitu 0,5 m, 1 m,
dan 2 m. Percobaan keempat dengan beda tinggi 2 meter menghasilkan debit
pemompaan terbesar, dapat mempokan air hingga ketinggian 3 meter, dengan debit
pemompaan rata rata sebesar 0,21 l/detik. Percobaan yang memiliki efisiensi paling
besar terdapat pada percobaan ketiga dengan beda tinggi 1 m yaitu sebesar 48,84%.
Ketinggian pemompaan yang sudah ditetapkan setinggi 3 meter, sehingga
berpengaruh kepada efisiensi percobaan keempat yaitu sebesar 39,87%. Sketsa
instalasi pompa hidram dirancang berdasarkan skema percobaan yang memiliki
debit pemompaan paling besar yaitu skema percobaan keempat dengan beda tinggi
2 meter. | id |
| dc.description.abstract | The condition of the area that is much higher than the water source requires a
tool to raise the water. Hidram Pump is one of the alternative solutions that can be
used to raise water to the FPIK IPB Experimental Pool. This study aims to continue
the results of the study regarding the modification and performance test of hydraulic
pumps in their application in the field. The calculation of pump efficiency uses the
Rankine Efficiency and D’Aubuisson Efficiency method. The study was conducted
on 3 variations in the different heights of the water source to the pump, namely 0.5
m, 1 m, and 2 m. The fourth experiment with a height difference of 2 meters resulted
in the largest pumping discharge, able to pump water up to a height of 3 meters,
with an average pumping discharge of 0.21 l/second. The experiment that had the
greatest efficiency was found in the third experiment with a height difference of 1
m, which was 48.84%. The pumping height that has been set is as high as 3 meters,
which affects the efficiency of the fourth experiment, which is 39.87%. The sketch
of the hydraulic pump installation is designed based on an experimental scheme
that has the largest pumping discharge, namely the fourth experimental scheme with
a height difference of 2 meters. | id |
| dc.language.iso | id | id |
| dc.publisher | IPB University | id |
| dc.title | Modifikasi dan Uji Pengaruh Jatuh Air Terhadap Kinerja Pompa Hidram di Kolam Percobaan FPIK IPB | id |
| dc.title.alternative | Modification and Test of the Effect of Water Fall on The Performance of Hydraulic Pumps in the FPIK IPB Experimental Pool | id |
| dc.type | Undergraduate Thesis | id |
| dc.subject.keyword | High difference | id |
| dc.subject.keyword | Hydraulic pump | id |
| dc.subject.keyword | Pump efficiency | id |
