Andi Rahmat
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PENGARUH VEGETASI DAN INTENSITAS CURAH HUJAN TERHADAP ALIRAN PERMUKAAN TANAH Ma'rupah, Ma'rupah; Indriyanti, Indriyanti; Rahmat, Andi
TEKNIK HIDRO Vol 14, No 2 (2021): AGUSTUS
Publisher : Universitas Muhammadiyah Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26618/th.v14i2.6119

Abstract

Vegetasi dan Curah hujan merupakan 2 faktor yang besar perannya terhadap terjadinya runoff dan erosi. Apabila intensitas curah hujan melebihi kapasitas infiltrasi maka akan terjadi runoff (limpasan). Peran vegetasi sangat penting dalam menjaga laju aliran air akibat curah hujan yang cukup deras. Tujuan penelitian ini adalah untuk menganalisis pengaruh vegetasi dan intensitas curah hujan terhadap debit limpasan pada permukaan tanah dan menganalisis jenis vegetasi yang efektif mengurangi laju limpasan pada permukaan tanah. Metode yang digunakan adalah metode simulasi (uji laboratorium) dengan menggunakan  rainfall simulator. Penelitian ini menggunakan 2 jenis vegetasi yaitu ketapang kencana dan glodokan, tanah kosong sebagai kontrol. Menggunakan 2 variasi intensitas curah hujan medium ( 392,12 mm/jam) dan high (449,37 mm/jam). Hasil penelitian menunjukkan bahwa vegetasi ketapang kencana dengan intensitas hujan medium (392,12 mm/jam) laju limpasannya  rata-rata yaitu 237 liter/jam kemudian  vegetasi glodokan nilai rata-rata laju limpasannya yaitu 254 liter/jam dan laju limpasan terbesar yaitu pada tanah tanpa vegetasi dengan nilai rata-rata laju limpasannya 263 liter/jam. Pada  intensitas curah hujan high( 449,37 mm/jam) laju limpasan yang paling kecil juga terdapat pada vegetasi ketapang kencana dengan nilai debit rata-rata yaitu 271 liter/jam, tanah dengan vegetasi glodokan yaitu 288 liter/jam dan tanah tanpa vegetasi 320 liter/jam. Jenis vegetasi yang paling efektif mengurangi laju limpasan pada permukaan tanah adalah vegetasi ketapang kencana.  Semakin besar intensitas curah hujan maka semakin besar pula laju limpasan permukaan tanah.
CHRONIC EFFECTS OF DETERGENT SURFACTANT (LINEAR ALKYLBENZENE SULFONATE I LAS) ON THE GROWTH AND SURVIVAL RATE OF SEA BASS (Lates calcalifor Bloch) LARVAE Sri Rejeki; Desrina .; Andi Rahmat
JOURNAL OF COASTAL DEVELOPMENT Vol 8, No 3 (2005): Volume 8, Number 3, Year 2005
Publisher : JOURNAL OF COASTAL DEVELOPMENT

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (6278.488 KB)

Abstract

Sea bass (Lates calcal&r Bloch), one of the economically important marine fish, is getting more important for marine-culture. This fish is categorized as a euryhaline species, i.e. with a wide salinity tolerance, range 32 — 35 ppt, and in the river, estuarine and mangrove areas with the salinity between 0 - 25 ppt. The adult of sea bass is spawn in marine waters while the larvae and juvenile are is spawn mostlv found in the estuarine. Estuarine water is known as a good nursery and feeding ground, however it is also knownias a pollutant trap. Therefore, the larvae of seabass and other euryhaline species are very susceptible to this condition.Suryizctant detergent Linear A lkyl—benzene SuU"onate (LAS} is a non—ionic so]? detergent, with a long straight carbon chain, has a powerful cleaning capability; it is toxic to aquatic organisms, and however it is biodegradable. Therefore, it is widelv used for cosmetic and household purposes. This research was done to find out the chronic effect (LCM-96 hours) and acute ejects of detergent LAS on the larvae of sea bass (Lates calcaliver Bloch}. A Bioassay method was applied to jind out the acute toxicity, and Probit Analyses is used to find out the LC 50-96 hours of detergent LAS on sea bass larvae. Randomized design was carried out to observe the chronic ejects on the growth and survival rate ofthe sea bass larvae. There were six treatments applied, i. e, : A (0% of LC ,,,-96 hours); B (5% of LCM-96 hours}; C (10% of LCM-96 hours); D (/5% of LC50-96 hours); E (20% of LCM-96 hours); F (25% ofLCm-96 hours).The results showed that the treatment of LCM-96 hours of detergent LAS on sea bass larvae, I. I8 mg/I, was considered as moderatelv high toxicity. The absolute biomass growth of sea bass larvae was not afected by sub·lethal concentrations of detergent ALS, however, chronic concentrations of detergent LAS tyfected the daily growth rate of sea bass larvae signyicantb¤ (o<0.0l). As a conclusion, the acute toxicity of LAS detergent on sea bass (Lates calcaliver Bloch} larvae was l. I 8 mg/l. The sub—lethal concentrations of detergent LAS on the sea bass larvae did not influence the biomass growth and survival rate but affected the daib¤ growth rate of sea bass larvae significantly. The sea bass larvae exposed to the sub lethal concentrations of LAS detergent hr 30 days resulted in the gill damage, i.e..· hypertrophy, hyperplasia, telengeastases and melanization of the gill. The congestion and vacuolar degeneration ofthe liver were also observed.
PENGARUH BANTALAN KARET TERHADAP MOMEN YANG TERJADI PADA LINK SLAB BETON Andi Rahmat
TEKNISIA Vol. XXIV, No. 2, November 2019
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol24.iss2.art3

Abstract

The use of link slab as a substitute for expansion joints is one of the innovations that can provide benefits for bridge life, user comfort, and maintenance cost efficiency. Link slab is a slab placed on the upper surface of the adjacent girder end which forms a continuous slab system with the slab deck. In the transition zone, link slab and girder are installed in hard rubber and soft rubber pads at some thick variations in each type of rubber. Moment on the link slab is obtained due to the effect of traffic load according to SNI 1725: 2016 with the condition of the link slab without and with rubber pads. The study of the use of link slab in this paper is carried out in a numerical approach on a finite element software-Abaqus. Link slab is modeled as a 3D solid model in compressive concrete variations. In this study, the addition of hard rubber pads on link slab can reduce the magnitude of moments compared to link slab without rubber pads. This is indicated by the percentage reduction moment between 39,20-83,42% on LS-1, LS-2, and LS-3 hard rubber pads with thichness 10 mm, 20 mm and 30 mm. While on link slab with soft rubber pads is found that moments are greater at the very thick pads  This is indicated by the percentage difference in moments between 198,26 – 244,58% on LS-1, LS-2, and LS-3 soft rubber pads with thickness 10 mm, 20 mm and 30 mm. This large difference is due to the effect of moment change from negative moments (initial conditions) to positive moments after the addition of soft rubber pads.