Selamat Datang di Situs WEAP
WEAP
WEAP adalah sebuah insiatif dari Stockholm Environment Institute.


Tentang WEAP

Beranda
Mengapa WEAP ?
Fitur
Apa yang Baru ?
Contoh Screen
Contoh Demo
Aplikasi
Publikasi
Sejarah dan Kredit

Menggunakan WEAP
Unduh
Lisensi
Bantuan Penggunaan
Tutorial
Video
Sumber

Forum Pengguna
Diskusi
Daftar Anggota
Sunting Profil

Penunjang Tambahan
Pelatihan
Program Universitas
Kolaborasi

Tentang Kami
SEI-US Program Sumberdaya Perairan
Silahkan Hubungi Kami


Berita Lingkungan
LEAP
Tertarik pada Energi?
Baca tentang LEAP: Software SEI untuk perencanaan energi

Forum Pengguna

Seluruh Topik | Topik "Diversion Priority"
Masuk untuk mengirim pesan baru atau membalas pesan yang ada.
 
Penulis Pesan
Huzefa Haji

Subjek: Diversion Priority   
Dikirim: 12/13/2011 Dilihat: 19420 times
Dear All,
I have a system of 3 rivers on which it is proposed to have diversions of different capacities. All 3 diversions will be discharging into a reservoir via a tunnel. The reservoir has an expected yield.

I have set up the model to simulate this arrangement using the Transmission Link with a maximum flow volume. These discharge into the tunnel modeled as a Diversion Link.

However, one major requirement is to have the diversions taking place at different priorities. Therefore, out of the 3 rivers, the 1st priority is to divert water from the southernmost river, thereafter from the next river to the north, and thereafter from the northernmost river.

Any idea how diversions work in WEAP? When having 3 diversions, is the priority of diversion equal across all of them?

Thanks alot!

Regards,
Huzefa
Behzad Sharif

Subjek: Re: Diversion Priority   
Dikirim: 12/17/2011 Dilihat: 19374 times
If you want these diversions transfer water as much as possible (considering their maximum flow volume) you had better to use diversions instead of transmission link. Then you can put a virtual "Flow requirement" on each diversion and define the minimum flow requirements equal to their corresponding diversion maximum flows. Then you can prioritize these flow requirements. There are a couple of other solutions if this doesn't help you. Look forward to hearing from you and the result.
Huzefa Haji

Subjek: Re: Diversion Priority   
Dikirim: 12/19/2011 Dilihat: 19369 times
Thank you very much for your reply.

I managed to do it via another method using demand nodes. So I put a demand node with the cumulative of all 3 diversion values as its demand, then used transmission links with specific supply preferences and max diversion capacities. A return flow link with 0% consumption value returns all the water into the reservoir. This has given me the results I wanted.

However, your method is simpler! Will do that next time!

Many thanks!

Topik "Diversion Priority"