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Application of Analysis of Strengths, Weaknesses, Opportunities, and Threats in Islamic Education Institutions Fahriana, Ava Swastika; Huda, Miftachul
ISTAWA Vol 4, No 1 (2019): Istawa: Jurnal Pendidikan Islam
Publisher : Postgraduate Program Magister Pendidikan Agama Islam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (362.981 KB) | DOI: 10.24269/ijpi.v4i1.1670

Abstract

SWOT analysis (Strengths, Weaknesses, Opportunities, and Threats) is carried out by educational institutions to assess the strengths and weaknesses of the institution before setting goals and outlining achievement goals, which is a logical consequence that must be taken by educational institutions to operate smoothly. Strength and weakness tests are internal audits of how effective the institution's performance is. While opportunities and threats concentrate on the external context or environment in which an institution operates. The SWOT analysis aims to find essential aspects of things such as strengths, weaknesses, opportunities, threats. The purpose of this test is to maximize power, minimize weaknesses, reduce risks and build opportunities. Recognizing strengths, weaknesses, opportunities, threats and continuing to reflect is a step towards advancing for Islamic educational institutions. Analisis SWOT (Strengths, Weaknesses, Opprtunities, and Threats) dilakukan oleh  lembaga pendidikan untuk mengkaji kekuatan dan kelemahan pada lembaga tersebut sebelum menentukan tujuan dan menggariskan tindakan pencapaian tujuan, yang merupakan konsekuensi logis yang perlu ditempuh lembaga pendidikan agar supaya lancar di dalam operasionalnya. Uji kekuatan dan kelemahan pada dasarnya merupakan audit internal tentang seberapa efektif performa institusi. Sementara peluang dan ancaman berkonsentrasi pada konteks eksternal atau lingkungan tempat sebuah isntitusi beroperasi. Analisis SWOT bertujuan untuk menemukan aspek-aspek penting dari hal-hal kekuatan, kelemahan, peluang, ancaman. Tujuan pengujian ini adalah untuk memaksimalkan kekuatan, meminimalkan kelemahan, mereduksi ancaman dan membangun peluang. Mengenali kekuatan, kelemahan, peluang, ancaman dan terus melakukan refleksi adalah sebuah langkah bersar untuk menuju kemajuan bagi lembaga pendidikan Islam.
PEMODELAN TRIP ATTRACTION KENDARAAN PRIBADI PADA RUMAH MAKAN ( STUDI KASUS: JL. MULYOSARI SURABAYA ) Miftachul Huda
AGREGAT Vol 1, No 2 (2016)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (654.323 KB) | DOI: 10.30651/ag.v1i2.334

Abstract

AbstractEvery Activities center as school, university, department store, shop, station, terminal, and others can causes movements of vehicles or people. Restaurant or cafe is one of activities center that causes movements of vehicles or people. The purpose of this research is to know the best model of trip attraction of private vehicles to the restaurant or cafe, and the private vehicles in this research is car and motorcycle that entered to parking place, and the locations in this research are McDonald’s, Kafetien88, Double Dipps, Pizza Hut, SAS Cafe & Resto, and Waroeng SS.The analysis of this research is using multiple regression method. In this research using two dependent variable (Y) and they are total motorcycle (Y1) and total car (Y2), and the independent variable (X) is land area (X1) and building area (X2), parking area (X3), total of table (X4), total of employee(X5), and total of menu (X6). The primer data in this research is traffic counting and the secondary data is land area, building area, parking area, total of table, total of employee, and total of menu. The analysis was started with multiple linier regression analysis, t test, F test, and determination and correlation test. The model of trip attraction of motorcycle (Y1) = -24.074 + 0,134 X2 + 1,087 X4 (R2 = 0,978) and the model of trip attraction of private car (Y2) = 1,118 + 0,033 X1+ 0,183 X4 (R2 = 0,994). Keywords: linier regression, modeling, restaurant, Surabaya,trip attraction  AbstrakSetiap pusat aktivitas seperti sekolah, universitas, pusat perbelanjaan atau mall, toko, stasiun, terminal, dan lain-lain akan menghasilkan pergerakan baik kendaraan maupun orang. Rumah makan merupakan salah satu pusat kegiatan yang menghasilkan pergerakan baik kendaraan maupun orang. Tujuan dari penelitian ini adalah untuk mengetahui model tarikan perjalanan terbaik untuk kendaraan pribadi yang menuju rumah makan, dan kendaraan pribadi pada penelitian ini adalah sepeda motor dan mobil yang masuk parkir lokasi studi dan lokasi studi pada penelitian ini adalah McDonald’s, Kafetien88, Double Dipps, Pizza Hut, SAS Cafe & Resto, dan Waroeng SS. Penelitian ini dianalisis dengan metode regresi linier berganda. Penelitian ini menggunakan dua variabel terikat (Y), yaitu jumlah sepeda motor (Y1) dan jumlah mobil pribadi (Y2), dan variabel bebas (X) adalah luas tanah (X1), luas bangunan (X2), luas lahan parkir(X3), jumlah meja makan (X4), jumlah keryawan(X5), dan jumlah menu makanan (X6). Data primer pada penelitian ini adalah survei kendaraan yang masuk parkir dan data sekunder pada penelitian ini adalah luas tanah, luas bangunan, luas lahan parkir, jumlah meja makan, jumlah karyawan, dan jumlah menu makanan. Analisis diawali dengananalisis regresi linier berganda, uji t, uji F, dan uji determinasi dan korelasi. Hasil analisis model tarikan perjalanan sepeda motor (Y1) = -24.074 + 0,134 X2 + 1,087 X4 (R2 = 0,978) dan tarikan perjalanan mobil pribadi (Y2) = 1,118 + 0,033 X1+ 0,183 X4 (R2 = 0,994). Kata Kunci: Kota Surabaya,pemodelan, regresi linier, rumah makan, tarikan perjalanan
TINGKAT EFISIEN PEMASARAN IKAN LAUT SEGAR DI PELABUHAN PERIKANAN NUSANTARA (PPN) BRONDONG Miftachul Huda; Iin Solihin; Ernani Lubi
Jurnal Teknologi Perikanan dan Kelautan Vol 6 No 1 (2015): MEI 2015
Publisher : Fakultas Perikanan dan Ilmu Kelautan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3623.991 KB) | DOI: 10.24319/jtpk.6.91-104

Abstract

Pemasaran merupakan kunci dari keberlanjutan aktivitas perekonomian tidak terkecuali ikan hasil tangkapan yang berasal dari Pelabuhan Perikanan Nusantara (PPN) Brondong. Ikan yang didaratkan di PPN Brondong beragam. Ikan swangi (Priacanthus tayenus) dan ikan kuniran (Upeneus sulphureus) merupakan ikan hasil tangkapan dominan serta ikan tongkol (Euthynnus affinis) dan ikan kakap merah (Lutjanus malabaricus) merupakan ikan ekonomis tinggi yang di daratkan di PPN Brondong. Nelayan PPN Brondong perhari rata-rata melakukan penangkapan ikan 159 ton ikan. Potensi besarnya hasil tangkapan yang didaratkan di PPN Brondong harus dapat diimbangi dengan pemasaran yang baik. Aktivitas pemasaran harus dapat dilakukan se efisien mungkin sehingga dari sisi bisnis dapat memberikan keuntungan yang besar dari hasil kegiatan pemasaran ini. Aktivitas distribusi pemasaran ikan yang berasal dari PPN Brondong saat ini masih belum efisien dikarenakan aktivitas pemasaran masih menggunakan alat-alat yang tradisional. Melihat kondisi itu penting untuk mengetahui tingkat efisien dari aktivitas pemasaran ikan yang berasal dari PPN Brondong. Tujuan dari penelitian ini adalah menghitung tingkat efisiensi pemasaran ikan yang ada di PPN Brondong, Lamongan, Jawa Timur. Penelitian akan dilaksanakan dengan metode kasus terhadap strategi peningkatan efisiensi pemasaran dalam pendistribusian ikan dari Pelabuhan Perikanan Pantai (PPN) Brondong. Analisis yang dipergunakan yaitu dengan rumus efisiensi pemasaran. Berdasarkan analisis yang dilakukan didapatkan hasil yang menunjukkan bahwa aktivitas pemasaran yang ada di PPN Brondong tidak efisien. Terbukti berdasarkan analisis didapatkan ikan swangi memiliki tingkat Eps 45,44%, ikan kuniran 38,98%, ikan tongkol 57,94% dan ikan kakap merah 25,65% dengan dinyatakan dimana pemasaran dikatakan efisien jika memiliki Eps <5%.
Analisis Evaluasi Kinerja Simpang Bersinyal Jl. Raya Nginden - Jl. Raya Panjang Jiwo Menggunakan PKJI 2014 Prayitno, Eko Adi; Abidin, Zainal; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 1: March 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (433.113 KB) | DOI: 10.25139/jprs.v2i1.1491

Abstract

Jl. Raya Nginden - Jl. Raya Panjang Jiwo intersection is an intersection that has a high density level, especially at peak hour, it can be seen from the length of the queue. The aim of this study is to determine the intersection performance in existing conditions and the next 5 (five) years and give a recommendation for improving an intersection performance. For analyzing intersection traffic performance using Indonesian Road Capacity Guidelines method (PKJI 2014). Primary data in this study are traffic volume, intersection geometric conditions, and cycle times. While secondary data in this study are population data, vehicle growth data, and traffic data from CCTV. Data retrieval in one day of weekday and one day of weekend. The results show that the degree of saturation (DJ) of existing (in 2018) on Wednesday, North approach is 1.45, South 1.35, West 0.76, East 1.49 and existing DJ on Sunday approaching North 0.80, South 0.88, West 0.69 and East 1.12. For traffic performance in the next five years (in 2023) with existing cycle and phase times, DJ on Wednesday, North approach is 2.36, South 2.20, West 1.24, East 2.43 and DJ values on Sunday, North approach is 1.30, South 1.42, West 0.95 and East 1.81. For traffic performance improving at the intersection is made an alternative with changing the cycle time and movement phase which show the results in existing DJ (2018) on Wednesday for North approach is 0.86, South 0.92, West 0.77, East 0.43 and DJ on Sunday for North approach is 0.52 , South 0.67, West 0.52 and East 0.28. For the next five years' traffic performance (in 2023), DJ on Wednesday for North approach is 1.45, South 1.67, West 1.35, East 0.91 and existing DJ on Sunday for North approach is 0.88, South 1.22, West 0.92 and East 0.60.
Kajian Kebutuhan Air Irigasi Pada Daerah Irigasi Tawangsari, Kabupaten Jombang Ramadhani, Safira; Rosytha, Anna; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 1: March 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (434.306 KB) | DOI: 10.25139/jprs.v2i1.1492

Abstract

Water is very important for the survival of living things in this world. Therefore there needs to be a balance between the needs and availability of water, including the need for water in agricultural areas. Water requirements in agricultural areas such as Tawangsari irrigation areas, especially paddy fields, are influenced by several factors, namely; Evapotranspiration, layer replacement, and effective rainfall. The availability of Tawangsari irrigation water from the very limited Tawangsari Dam is a major problem in the Tawangsari irrigation area. From the above problems, it is necessary to study the efficiency of water requirements in the irrigation area by analyzing effective rain, irrigation water needs and the availability of irrigation water. The analysis referred to the Irrigation Planning Criteria 01. From the results of the analysis it could be concluded that the water discharge was very sufficient and could be used to irrigate new land, while the calculation of the amount of water needs was greater than the water available in the dry season. Then from that another alternative was needed, namely by a water distribution rotation system and replacement of the water layer according to the available water so that the available water discharge could be sufficient for the needs.
Analisis Evaluasi Kinerja Simpang Bersinyal Jl. Raya Nginden - Jl. Raya Panjang Jiwo Menggunakan PKJI 2014 Prayitno, Eko Adi; Abidin, Zainal; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1491

Abstract

Jl. Raya Nginden - Jl. Raya Panjang Jiwo intersection is an intersection that has a high density level, especially at peak hour, it can be seen from the length of the queue. The aim of this study is to determine the intersection performance in existing conditions and the next 5 (five) years and give a recommendation for improving an intersection performance. For analyzing intersection traffic performance using Indonesian Road Capacity Guidelines method (PKJI 2014). Primary data in this study are traffic volume, intersection geometric conditions, and cycle times. While secondary data in this study are population data, vehicle growth data, and traffic data from CCTV. Data retrieval in one day of weekday and one day of weekend. The results show that the degree of saturation (DJ) of existing (in 2018) on Wednesday, North approach is 1.45, South 1.35, West 0.76, East 1.49 and existing DJ on Sunday approaching North 0.80, South 0.88, West 0.69 and East 1.12. For traffic performance in the next five years (in 2023) with existing cycle and phase times, DJ on Wednesday, North approach is 2.36, South 2.20, West 1.24, East 2.43 and DJ values on Sunday, North approach is 1.30, South 1.42, West 0.95 and East 1.81. For traffic performance improving at the intersection is made an alternative with changing the cycle time and movement phase which show the results in existing DJ (2018) on Wednesday for North approach is 0.86, South 0.92, West 0.77, East 0.43 and DJ on Sunday for North approach is 0.52 , South 0.67, West 0.52 and East 0.28. For the next five years' traffic performance (in 2023), DJ on Wednesday for North approach is 1.45, South 1.67, West 1.35, East 0.91 and existing DJ on Sunday for North approach is 0.88, South 1.22, West 0.92 and East 0.60.
Kajian Kebutuhan Air Irigasi Pada Daerah Irigasi Tawangsari, Kabupaten Jombang Ramadhani, Safira; Rosytha, Anna; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1492

Abstract

Water is very important for the survival of living things in this world. Therefore there needs to be a balance between the needs and availability of water, including the need for water in agricultural areas. Water requirements in agricultural areas such as Tawangsari irrigation areas, especially paddy fields, are influenced by several factors, namely; Evapotranspiration, layer replacement, and effective rainfall. The availability of Tawangsari irrigation water from the very limited Tawangsari Dam is a major problem in the Tawangsari irrigation area. From the above problems, it is necessary to study the efficiency of water requirements in the irrigation area by analyzing effective rain, irrigation water needs and the availability of irrigation water. The analysis referred to the Irrigation Planning Criteria 01. From the results of the analysis it could be concluded that the water discharge was very sufficient and could be used to irrigate new land, while the calculation of the amount of water needs was greater than the water available in the dry season. Then from that another alternative was needed, namely by a water distribution rotation system and replacement of the water layer according to the available water so that the available water discharge could be sufficient for the needs.
Studi Karakteristik Arus Lalulintas Simpang Tak Bersinyal Jalan Menur Pumpungan Surabaya Wibisono, R. Endro; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3 No 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2844

Abstract

Phase determination and traffic control systems are usually more emphasized at locations where road intersections or intersections occur. Because at the meeting of two or more roads this results in a point of conflict that ultimately results in traffic jams. The purpose of this study is to overcome the traffic congestion on Jalan Menur Pumpungan required a good traffic regulation in terms of the level of service and safety for motorists. The method used unsigned intersection performance in this study refers to the source of the Indonesian Road Capacity Manual (MKJI 1997). The results of this study indicate the degree of saturation of the Menur Pumpungan Intersection in 2019 DS is 0.58. For forecasting the coming year in 2021 DS will be 0.75. While in 2031 DS 0.95. Level of service (Los) for each intersection in 2019 is DS = 0.58 and Los = C (Enough), in 2021 it is DS = 0.75 Los = C (Enough), while in 2031 it is DS = 1.211 and Los = D (Less).
Analisis Kinerja Lalu Lintas Sebelum dan Setelah Pembanguan Blitar Town Square Miftachul Huda
Rekayasa: Jurnal Teknik Sipil Vol 1, No 2 (2016): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v1i2.182

Abstract

Blitar Town Square merupakan salah satu pusat perbelanjaan yang diperkirakan menjadi pusat aktifitas baru yang direncanakan akan beroperasi pada tahun 2016, sehingga perlu diketahui kinerja lalu lintas sebelum dan setelah Blitar Town Square beroperasi. Penelitian ini bertujuan untuk mengetahui kinerja lalu lintas eksisting pada simpang sekitar Blitar Town Square dan kinerja lalu lintas pada simpang sekitar Blitar Town Square setelah Blitar Town Square beroperasi selama lima tahun. Penelitian ini dianalisis dengan menggunakan Manual Kapasitas Jalan Indonesia (MKJI). Data primer pada penelitian ini adalah survei lalu lintas jam puncak harian dan survei kondisi geometrik simpang, sedangkan data sekunder pada penelitian ini adalah jaringan jalan. Analisis kinerja lalu lintas diawali dengan menghitung arus lalu lintas pada jam puncak, kapasitas simpang, dan derajat kejenuhan. Hasil analisis kinerja lalu lintas menunjukkan bahwa nilai derajat kejenuhan (DS) simpang pada kondisi eksisting memiliki nilai < 0.750, sedangkan nilai DS pada kondisi lima tahun setelah Blitar Town Square beroperasi memiliki nilai > 0.750, yaitu pada simpang bersinyal Semeru-Kelud dari Barat ke Timur yang memiliki nilai DS 1.097
Analisis Evaluasi Kinerja Simpang Bersinyal Jl. Raya Nginden - Jl. Raya Panjang Jiwo Menggunakan PKJI 2014 Prayitno, Eko Adi; Abidin, Zainal; Huda, Miftachul
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 2 No. 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1491

Abstract

Jl. Raya Nginden - Jl. Raya Panjang Jiwo intersection is an intersection that has a high density level, especially at peak hour, it can be seen from the length of the queue. The aim of this study is to determine the intersection performance in existing conditions and the next 5 (five) years and give a recommendation for improving an intersection performance. For analyzing intersection traffic performance using Indonesian Road Capacity Guidelines method (PKJI 2014). Primary data in this study are traffic volume, intersection geometric conditions, and cycle times. While secondary data in this study are population data, vehicle growth data, and traffic data from CCTV. Data retrieval in one day of weekday and one day of weekend. The results show that the degree of saturation (DJ) of existing (in 2018) on Wednesday, North approach is 1.45, South 1.35, West 0.76, East 1.49 and existing DJ on Sunday approaching North 0.80, South 0.88, West 0.69 and East 1.12. For traffic performance in the next five years (in 2023) with existing cycle and phase times, DJ on Wednesday, North approach is 2.36, South 2.20, West 1.24, East 2.43 and DJ values on Sunday, North approach is 1.30, South 1.42, West 0.95 and East 1.81. For traffic performance improving at the intersection is made an alternative with changing the cycle time and movement phase which show the results in existing DJ (2018) on Wednesday for North approach is 0.86, South 0.92, West 0.77, East 0.43 and DJ on Sunday for North approach is 0.52 , South 0.67, West 0.52 and East 0.28. For the next five years' traffic performance (in 2023), DJ on Wednesday for North approach is 1.45, South 1.67, West 1.35, East 0.91 and existing DJ on Sunday for North approach is 0.88, South 1.22, West 0.92 and East 0.60.