\n[\/et_pb_text][et_pb_accordion admin_label=“Rozbalovac\u00ed z\u00e1lo\u017eky – Oblasti aplikace“ _builder_version=“4.20.0″ _module_preset=“default“ toggle_font=“|600|||||||“ global_colors_info=“{}“][et_pb_accordion_item title=“Oblasti aplikace“ open=“on“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“]<\/p>\n
- \n
- Navrhov\u00e1n\u00ed \u010dist\u00edren odpadn\u00edch vod (mnoho mo\u017enost\u00ed procesu), v\u010detn\u011b \u0159\u00edzen\u00ed<\/li>\n
- Optimalizace procesn\u00edho n\u00e1vrhu a provozu st\u00e1vaj\u00edc\u00edch \u010dist\u00edren odpadn\u00edch vod<\/li>\n
- Anal\u00fdza odtokov\u00fdch pom\u011br\u016f v m\u011bstsk\u00fdch oblastech<\/li>\n
- V\u00fdvoj a testov\u00e1n\u00ed strategi\u00ed pro spr\u00e1vu a \u0159\u00edzen\u00ed kanaliza\u010dn\u00edch s\u00edt\u00ed<\/li>\n
- Anal\u00fdza vz\u00e1jemn\u00e9 interakce vypou\u0161t\u011bn\u00ed odpadn\u00edch vod, \u010di\u0161t\u011bn\u00ed odpadn\u00edch vod, zpracov\u00e1n\u00ed kal\u016f, a kvality vody ve vodn\u00edch recipientech<\/li>\n
- Anal\u00fdza hospoda\u0159en\u00ed s procesn\u00edmi vodami, kalov\u00e9ho hospod\u00e1\u0159stv\u00ed a spot\u0159eby energie<\/li>\n
- Pl\u00e1nov\u00e1n\u00ed vyu\u017eit\u00ed \u201edigit\u00e1ln\u00edch dvoj\u010dat\u201c<\/li>\n
- N\u00e1vrh r\u016fzn\u00fdch koncepc\u00ed bioplynov\u00fdch stanic v\u010detn\u011b jejich \u0159\u00edzen\u00ed<\/li>\n
- Virtu\u00e1ln\u00ed uveden\u00ed automatiza\u010dn\u00edch \u0159e\u0161en\u00ed do provozu v oblasti vodn\u00edho hospod\u00e1\u0159stv\u00ed<\/li>\n
- Mapov\u00e1n\u00ed a anal\u00fdza komplexn\u00edch interakc\u00ed syst\u00e9m\u016f vody, energie, odpad\u016f a potravy<\/li>\n<\/ul>\n
[\/et_pb_accordion_item][et_pb_accordion_item title=“\u010cist\u00edrny odpadn\u00edch vod“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
Vzhledem ke st\u00e1le rostouc\u00edm po\u017eadavk\u016fm v oblasti pl\u00e1nov\u00e1n\u00ed a provozn\u00edho \u0159\u00edzen\u00ed \u010dist\u00edren odpadn\u00edch vod sleduje SIMBA#<\/strong> c\u00edl podpo\u0159it klasick\u00e9 metody projektov\u00e1n\u00ed v t\u011bchto oblastech n\u00e1strojem pro simulace. Pro oblast \u010dist\u00edren odpadn\u00edch vod je to vyj\u00e1d\u0159eno \u00fazk\u00fdm propojen\u00edm standardu DWA-A 131 s matematick\u00fdmi modely aktivovan\u00e9ho kalu ASM3 (Activated Sludge Model No. 3) a ASM3biop, jako\u017e i moduly dostupn\u00fdmi v SIMBA# pro jednotliv\u00e9 procesn\u00ed kroky (nap\u0159. denitrifikace, nitrifikace, sekund\u00e1rn\u00ed sedimentace).<\/p>\n
![\"\"](\"https:\/\/sewaco.cz\/wp-content\/uploads\/2024\/01\/model-wwtp-2.png\")
Model \u010dist\u00edrny odpadn\u00edch vod s p\u0159ed\u0159azenou denitrifikac\u00ed v SIMBA#<\/p><\/div>\n
Oblasti aplikace<\/h5>\n
V oblasti \u010di\u0161t\u011bn\u00ed odpadn\u00edch vod lze SIMBA#<\/strong> pou\u017e\u00edt nap\u0159\u00edklad jako n\u00e1stroj pro podporu \u0159e\u0161en\u00ed n\u00e1sleduj\u00edc\u00edch \u00faloh:<\/p>\n
- \n
- N\u00e1vrh \u010dist\u00edrny, procesn\u00edch a \u0159\u00edd\u00edc\u00edch koncept\u016f<\/li>\n
- Optimalizace procesn\u00edho n\u00e1vrhu, v\u00fdvoj konceptu hospoda\u0159en\u00ed s energi\u00ed \u010cOV<\/li>\n
- V\u00fdvoj koncepc\u00ed \u0159\u00edzen\u00ed provozu zalo\u017een\u00fdch na modelech (observer, MBPC), kter\u00e9 lze pou\u017e\u00edt i v online verzi pro provoz re\u00e1ln\u00fdch za\u0159\u00edzen\u00ed (spolu se softwarem ifakFAST<\/strong>)<\/li>\n<\/ul>\n
Reaktory a modely aktivovan\u00e9ho kalu<\/h5>\n
Pro simulace \u010dist\u00edren odpadn\u00edch vod je k dispozici \u0161irok\u00e1 \u0161k\u00e1la kombinac\u00ed transportn\u00edch model\u016f a model\u016f reaktor\u016f. Transportn\u00ed modely a modely reaktor\u016f zahrnuj\u00ed modelovac\u00ed bloky pro popis sm\u011bsi aktivovan\u00e9ho kalu v reaktorech s intenzivn\u00edm prom\u00edch\u00e1v\u00e1n\u00edm a\/nebo provzdu\u0161\u0148ov\u00e1n\u00edm pomoc\u00ed povrchov\u00fdch aer\u00e1tor\u016f a pneumatick\u00fdch aera\u010dn\u00edch syst\u00e9m\u016f, stejn\u011b jako prim\u00e1rn\u00edch usazovac\u00edch n\u00e1dr\u017e\u00ed a dosazovac\u00edch n\u00e1dr\u017e\u00ed. K dispozici jsou t\u00e9\u017e kask\u00e1dy n\u00e1dr\u017e\u00ed a SBR reaktory. Nez\u00e1visle na t\u011bchto modelech reaktor\u016f je mo\u017en\u00e9 zvolit, se kter\u00fdm modelem aktivovan\u00e9ho kalu chce u\u017eivatel pracovat. Takov\u00fd model aktivovan\u00e9ho kalu definuje \u0159adu l\u00e1tkov\u00fdch skupin slo\u017eek odpadn\u00ed vody a mikroorganism\u016f, jako\u017e i \u0159adu chemick\u00fdch a biologick\u00fdch proces\u016f, kter\u00e9 jsou pova\u017eov\u00e1ny za d\u016fle\u017eit\u00e9 pro p\u0159\u00edslu\u0161n\u00e9 procesy (\u010di\u0161t\u011bn\u00ed).<\/p>\n
Pro popis degradace organick\u00fdch kontaminant\u016f (CHSK) a odstra\u0148ov\u00e1n\u00ed dus\u00edku (nitrifikace\/denitrifikace) jsou k dispozici nap\u0159\u00edklad standardn\u00ed IWA modely ASM1 (Activated Sludge Model No.1) a ASM3. Pro \u00fa\u010dely pl\u00e1nov\u00e1n\u00ed jsou k dispozici modely ASM3h a ASM3bioph ve verz\u00edch st\u0159edoevropsk\u00e9 V\u00fdzkumn\u00e9 simula\u010dn\u00ed univerzitn\u00ed skupiny (HSG), kter\u00e9 jsou kompatibiln\u00ed se standardem DWA-A 131 (2016).<\/p>\n
Modely lze libovoln\u011b upravovat nebo m\u011bnit pomoc\u00ed snadno pou\u017eiteln\u00e9ho editoru v maticov\u00e9 notaci Gujer Petersen. V SIMBA#<\/strong> jsou jako v\u00fdchoz\u00ed zahrnuty n\u00e1sleduj\u00edc\u00ed modely aktivovan\u00e9ho kalu:<\/p>\n
- \n
- ASM1h \u2013 Standardn\u00ed model IWA se zaveden\u00fdmi \u00fapravami pro zlep\u0161en\u00ed aplikovatelnosti, parametry podle HSG,<\/li>\n
- ASM3h \u2013 Verze modelu IWA ASM3 s parametrizac\u00ed podle n\u00e1vrh\u016f HSG,<\/li>\n
- ASM3bioph \u2013 ASM3 od IWA s roz\u0161\u00ed\u0159en\u00edm EAWAG pro biologick\u00e9 odstra\u0148ov\u00e1n\u00ed fosforu,<\/li>\n
- ASM_inCTRL \u2013 Roz\u0161\u00ed\u0159en\u00fd model (CHSK, v\u00edcestup\u0148ov\u00e1 nitrifikace\/denitrifikace, bioP) poskytnut\u00fd experty spole\u010dnosti inCTRL,<\/li>\n
- ASM_XL_lag – Roz\u0161\u00ed\u0159en\u00fd model (CHSK, v\u00edcestup\u0148ov\u00e1 nitrifikace\/denitrifikace, anammox) jako v\u00fdsledek projektu NoNitriNox (BMBF).<\/li>\n<\/ul>\n
Bloky pro modelov\u00e1n\u00ed prim\u00e1rn\u00ed a sekund\u00e1rn\u00ed sedimentace<\/h5>\n
Pro mapov\u00e1n\u00ed proces\u016f usazov\u00e1n\u00ed v prim\u00e1rn\u00edch a sekund\u00e1rn\u00edch sedimenta\u010dn\u00edch n\u00e1dr\u017e\u00edch je k dispozici \u0159ada r\u016fzn\u011b slo\u017eit\u00fdch model\u016f, v\u010detn\u011b:<\/p>\n
- \n
- 3vrstv\u00e9ho modelu dosazovac\u00ed n\u00e1dr\u017ee s variabiln\u00edm kalov\u00fdm lo\u017eem kompatibiln\u00edho se standardem DWA-A 131 (2016),<\/li>\n
- jednoduch\u00e9ho modelu prim\u00e1rn\u00edho \u010di\u0161t\u011bn\u00ed podle Otterpohla\/Freunda se specifikovan\u00fdm odstran\u011bn\u00edm CHSK v z\u00e1vislosti na dob\u011b zdr\u017een\u00ed,<\/li>\n
- Ide\u00e1ln\u00ed sedimenta\u010dn\u00ed n\u00e1dr\u017ee (ide\u00e1ln\u00ed separace pevn\u00fdch\/kapaln\u00fdch l\u00e1tek, bez objemu pro usklad\u0148ov\u00e1n\u00ed)<\/li>\n
- Ide\u00e1ln\u00ed sedimenta\u010dn\u00ed n\u00e1dr\u017ee s objemem pro usklad\u0148ov\u00e1n\u00ed (dop\u0159edu definovateln\u00e1 separace pevn\u00fdch\/kapaln\u00fdch l\u00e1tek a jednoduch\u00e9 usklad\u0148ov\u00e1n\u00ed).<\/li>\n<\/ul>\n
Modely aera\u010dn\u00edch syst\u00e9m\u016f<\/h5>\n
SIMBA#<\/strong> obsahuje t\u00e9\u017e podrobn\u00e9 modely aera\u010dn\u00edch syst\u00e9m\u016f stla\u010den\u00e9ho vzduchu. Knihovna model\u016f obsahuje komponenty pro popis dmychadel a jejich \u0159\u00edzen\u00ed, potrub\u00ed s typick\u00fdmi instalacemi, regula\u010dn\u00edch ventil\u016f (b\u011b\u017en\u00fdch i nov\u011b vyvinut\u00fdch) a aera\u010dn\u00edch element\u016f. Tyto komponenty lze propojit mezi sebou nebo je spojit s modelem \u010dist\u00edrny odpadn\u00edch vod. Samoz\u0159ejmost\u00ed je i mo\u017enost zohledn\u011bn\u00ed funkc\u00ed automatiza\u010dn\u00ed techniky, a to do posledn\u00edho detailu.<\/p>\n
S t\u00edmto roz\u0161\u00ed\u0159en\u00edm je nyn\u00ed mo\u017en\u00e9:<\/p>\n
- \n
- Aera\u010dn\u00ed syst\u00e9my mohou b\u00fdt navr\u017eeny energeticky \u00fa\u010dinn\u011bji<\/li>\n
- Lze se vyhnout \u010dast\u00fdm chyb\u00e1m p\u0159i n\u00e1vrhu, kter\u00e9 vedou k nep\u0159\u00edzniv\u00e9mu chov\u00e1n\u00ed za provozu<\/li>\n
- Mohou b\u00fdt l\u00e9pe spln\u011bny budouc\u00ed po\u017eadavky na siln\u00e9 v\u00fdkyvy zat\u00ed\u017een\u00ed b\u011bhem siln\u00fdch sr\u00e1\u017eek<\/li>\n
- Zefektivnit n\u00e1kupy energi\u00ed (hospoda\u0159en\u00ed s energi\u00ed, \u00fa\u010dast na trhu s energi\u00ed)<\/li>\n
- Z hlediska pl\u00e1nov\u00e1n\u00ed analyzovat, jak mohou \u010dist\u00edrny odpadn\u00edch vod inteligentn\u011bji reagovat (koncepce pr\u016fmyslu 4.0)<\/li>\n<\/ul>\n
![\"\"](\"https:\/\/sewaco.cz\/wp-content\/uploads\/2024\/01\/aeration-system.png\")
Rozlo\u017een\u00ed tlaku v potrub\u00ed aera\u010dn\u00edho syst\u00e9mu<\/p><\/div>[\/et_pb_accordion_item][et_pb_accordion_item title=“Kanaliza\u010dn\u00ed s\u00edt\u011b“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
SIMBA#<\/strong> nab\u00edz\u00ed vysokou m\u00edru flexibility\u00a0<\/b>p\u0159i v\u00fdb\u011bru modelovac\u00edho p\u0159\u00edstupu pro kanaliza\u010dn\u00ed s\u00edt\u011b.<\/p>\n
Hydrologick\u00fd<\/h5>\n
- \n
- Zjednodu\u0161en\u00e9 koncep\u010dn\u00ed modelov\u00e1n\u00ed<\/li>\n
- Modelov\u00e1n\u00ed sr\u00e1\u017ekov\u00e9ho odtoku<\/li>\n
- Transportn\u00ed potrub\u00ed v kanaliza\u010dn\u00ed s\u00edti<\/li>\n
- N\u00e1dr\u017ee a odleh\u010dovan\u00ed komory podle DWA-A 102\/A 128<\/li>\n
- V\u00fdpo\u010det zat\u00ed\u017een\u00ed zne\u010di\u0161t\u011bn\u00edm a dlouhodob\u00e9 simulace<\/li>\n<\/ul>\n
Hydrodynamick\u00fd<\/h5>\n
- \n
- Kompletn\u00ed \u0159e\u0161en\u00ed Saint-Venantov\u00fdch rovnic<\/li>\n
- Import model\u016f SWMM<\/li>\n
- Pln\u00e1 integrace a roz\u0161\u00ed\u0159en\u00ed v\u00fdpo\u010detn\u00edho j\u00e1dra SWMM5 (viz www.epa.gov)<\/li>\n<\/ul>\n
Jak\u00e1koli kombinace obou uveden\u00fdch p\u0159\u00edstup\u016f:<\/h5>\n
V SIMBA#<\/strong> je t\u00e9\u017e mo\u017en\u00e9 simulovat \u010d\u00e1sti kanaliza\u010dn\u00ed s\u00edt\u011b hydrodynamicky (nap\u0159. p\u00e1te\u0159n\u00ed sb\u011bra\u010de), zat\u00edmco pro jin\u00e9 \u010d\u00e1sti t\u00e9\u017ee kanaliza\u010dn\u00ed s\u00edt\u011b (nap\u0159. okrajov\u00e9) lze pou\u017e\u00edt rychlej\u0161\u00ed hydrologick\u00fd p\u0159\u00edstup. To umo\u017e\u0148uje nastavit komplexnost modelu s\u00edt\u011b podle individu\u00e1ln\u00edch po\u017eadavk\u016f dan\u00e9 \u00falohy.<\/p>\n
<\/p>\n
Ka\u017ed\u00fd z obou p\u0159\u00edstup\u016f tak\u00e9 umo\u017e\u0148uje:<\/h5>\n
- \n
- Specifikace ploch podle DWA-A 102<\/li>\n
- Jednotn\u00e9 a nejednotn\u00e9 sr\u00e1\u017eky<\/li>\n
- Libovoln\u00e9 biochemick\u00e9 transforma\u010dn\u00ed procesy v kanalizaci<\/li>\n
- Implementaci jednoduch\u00fdch a komplexn\u00edch \u0159\u00edd\u00edc\u00edch algoritm\u016f, v\u010detn\u011b MBPC<\/li>\n
- Anal\u00fdzu potenci\u00e1lu \u0159\u00edzen\u00ed kanaliza\u010dn\u00ed s\u00edt\u00ed podle DWA-M 180<\/li>\n<\/ul>\n
Celkov\u011b, SIMBA#<\/strong> umo\u017e\u0148uje bezprobl\u00e9movou integraci simulace kanaliza\u010dn\u00ed s\u00edt\u011b do model\u016f ostatn\u00edch subsyst\u00e9m\u016f (\u010dist\u00edrna odpadn\u00edch vod, \u0159eka).<\/p>\n
<\/p>\n
U\u017eivatelsky p\u0159\u00edv\u011btiv\u00e9 vstupy, v\u00fdstupy a animace<\/h5>\n
- \n
- U\u017eivatelsk\u00fd vstup a v\u00fdstup, jako je definice syst\u00e9mu, je podporov\u00e1n graficky<\/li>\n
- Import dat z GIS<\/li>\n
- Automatick\u00fd odhad propustn\u00fdch a nepropustn\u00fdch ploch ze satelitn\u00edch dat Copernicus<\/li>\n
- Voln\u011b konfigurovateln\u00e9 postupy vyhodnocov\u00e1n\u00ed umo\u017e\u0148uj\u00ed rychl\u00e9 a snadn\u00e9 vyhodnocen\u00ed v textov\u00e9 a obrazov\u00e9 podob\u011b: souhrnn\u00e9 informace (sr\u00e1\u017eky, objemy odtoku a p\u0159epad\u016f a zat\u00ed\u017een\u00ed, vyu\u017eit\u00ed retenc\u00ed), doby trv\u00e1n\u00ed a \u010detnosti p\u0159epad\u016f<\/li>\n<\/ul>\n
[\/et_pb_accordion_item][et_pb_accordion_item title=“\u0158eky“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
SIMBA#<\/strong> umo\u017e\u0148uje tak\u00e9 simulaci pr\u016ftoku a kvality vody v recipientech (\u0159ek\u00e1ch). Je zde mo\u017en\u00e9 pou\u017e\u00edt libovoln\u00e9 modely biochemick\u00e9 transformace. D\u00e1le je t\u00e9\u017e mo\u017en\u00e1 bezprobl\u00e9mov\u00e1 integrace s moduly kanaliza\u010dn\u00ed s\u00edt\u011b, \u010dist\u00edrny odpadn\u00edch vod, stejn\u011b jako s \u0159\u00edd\u00edc\u00edmi algoritmy.<\/p>\n
<\/p>\n
Modelovac\u00ed p\u0159\u00edstupy<\/h5>\n
- \n
- Hydrologick\u00e9 v\u00fdpo\u010dty<\/li>\n
- Hydrodynamick\u00e9 v\u00fdpo\u010dty<\/li>\n<\/ul>\n
Modely kvality<\/h5>\n
- \n
- P\u0159\u00edstupy k transportu zne\u010di\u0161t\u011bn\u00ed: CSTR a Lagrange<\/li>\n
- Biochemick\u00e9 transforma\u010dn\u00ed procesy voln\u011b definovateln\u00e9 u\u017eivatelem v libovoln\u00e9 slo\u017eitosti<\/li>\n
- P\u0159eddefinovan\u00e9 modely (nap\u0159. SWQM, RWQM1)<\/li>\n<\/ul>\n
Aplikace<\/h5>\n
- \n
- Simulace kvality vody v \u0159ek\u00e1ch<\/li>\n
- Anal\u00fdza vypou\u0161t\u011bn\u00ed z kanalizace a \u010dist\u00edrny odpadn\u00edch vod, v\u010detn\u011b hodnocen\u00ed podle sm\u011brnice pro anal\u00fdzu ekologicky kritick\u00e9ho zne\u010di\u0161t\u011bn\u00ed vod spolkov\u00e9 zem\u011b Hesensko<\/li>\n
- Integrovan\u00e9 \u0159\u00edzen\u00ed<\/li>\n
- Sekven\u010dn\u00ed a paraleln\u00ed integrovan\u00e1 simulace<\/li>\n<\/ul>\n
Vyhodnocen\u00ed: DWA-M 102-3\/BWK-M 3-3, Urban Pollution Management Manual<\/h5>\n
Nov\u00e9 rutiny pro vyhodnocen\u00ed simulac\u00ed kvality vody s tabulkov\u00fdm a grafick\u00fdm v\u00fdstupem:<\/p>\n
- \n
- Limity frekvence a doby trv\u00e1n\u00ed pro kysl\u00edk a amoniak podle DWA-M 102-3\/BWK-M 3-3 a britsk\u00e9 p\u0159\u00edru\u010dky Urban Pollution Management (UPM) Manual<\/li>\n
- Voln\u011b konfigurovateln\u00fd textov\u00fd a grafick\u00fd v\u00fdstup<\/li>\n
- Vykreslen\u00ed pod\u00e9ln\u00fdch profil\u016f<\/li>\n
- \u010casov\u011b-loka\u010dn\u00ed diagramy – v\u0161e na prvn\u00ed pohled!<\/li>\n
- Vypou\u0161t\u011bn\u00ed a kvalita vody<\/li>\n<\/ul>\n
[\/et_pb_accordion_item][et_pb_accordion_item title=“Anaerobn\u00ed procesy“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
Modelov\u00e1n\u00ed anaerobn\u00edch proces\u016f (anaerobn\u00ed \u010di\u0161t\u011bn\u00ed odpadn\u00edch vod, vyhn\u00edv\u00e1n\u00ed \u010dist\u00edrensk\u00fdch kal\u016f) je v\u011bnov\u00e1na st\u00e1le v\u011bt\u0161\u00ed pozornost, proto\u017ee se neust\u00e1le objevuj\u00ed po\u017eadavky na energeticky optim\u00e1ln\u00ed provoz. Pou\u017e\u00edv\u00e1n\u00ed anaerobn\u00edch model\u016f je d\u00e1le podporov\u00e1no sou\u010dasn\u00fdm v\u00fdvojem v odv\u011btv\u00ed bioplynu. D\u00edl\u010d\u00ed podknihovny Digesce, Bioplyn a Pokro\u010dil\u00e9 reaktory jsou vhodn\u00e9 pro modelov\u00e1n\u00ed za\u0159\u00edzen\u00ed pro anaerobn\u00ed vyhn\u00edv\u00e1n\u00ed \u010dist\u00edrensk\u00fdch kal\u016f, anaerobn\u00ed \u010di\u0161t\u011bn\u00ed odpadn\u00edch vod a anaerobn\u00ed vyhn\u00edv\u00e1n\u00ed organick\u00fdch l\u00e1tek.<\/p>\n
<\/p>\n
Za t\u00edmto \u00fa\u010delem knihovny obsahuj\u00ed:<\/h5>\n
- \n
- r\u016fzn\u00e9 anaerobn\u00ed modely (ADM1, Siegrist, zjednodu\u0161en\u00e9 p\u0159\u00edstupy),<\/li>\n
- bloky pro gravita\u010dn\u00ed zahu\u0161\u0165ov\u00e1n\u00ed s odstra\u0148ov\u00e1n\u00edm kalu,<\/li>\n
- bloky pro mechanick\u00e9 zahu\u0161\u0165ov\u00e1n\u00ed a odvod\u0148ov\u00e1n\u00ed,<\/li>\n
- bloky anaerobn\u00edch reaktor\u016f (reaktor s p\u0159epadem, usklad\u0148ovac\u00ed n\u00e1dr\u017e) s plynovou f\u00e1z\u00ed, UASB,<\/li>\n
- modely konvertor\u016f pro spojen\u00ed s modely aktivovan\u00e9ho kalu,<\/li>\n
- integrovan\u00e9 modelov\u00e1n\u00ed \u010di\u0161t\u011bn\u00ed odpadn\u00edch vod a zpracov\u00e1n\u00ed kalu.<\/li>\n<\/ul>\n
Anaerobn\u00ed modely umo\u017e\u0148uj\u00ed predikovat:<\/h5>\n
- \n
- degradaci CHSK, pevn\u00fdch l\u00e1tek,<\/li>\n
- produkci a slo\u017een\u00ed plynu (oxid uhli\u010dit\u00fd, metan, vod\u00edk),<\/li>\n
- hodnoty pH a organick\u00fdch kyselin.<\/li>\n<\/ul>\n
[\/et_pb_accordion_item][et_pb_accordion_item title=“Bioplynov\u00e9 stanice“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
SIMBA#<\/strong> poskytuje v\u0161echny nezbytn\u00e9 komponenty pro spolehlivou anal\u00fdzu za\u0159\u00edzen\u00ed pro mokrou fermentaci. \u0158e\u0161en\u00ed zahrnuje explicitn\u00ed modely reaktor\u016f, multi-substr\u00e1tov\u00fd anaerobn\u00ed model zalo\u017een\u00fd na modelu ADM1 (Anaerobic Digestion Model No. 1 of the IWA) a odpov\u00eddaj\u00edc\u00ed model pro popis vstup\u016f. SIMBA#<\/strong> lze vyu\u017e\u00edt k \u0161irok\u00e9 \u0161k\u00e1le aplikac\u00ed v in\u017een\u00fdrsk\u00e9 praxi, ve v\u00fdzkumu a v\u00fduce. To zahrnuje n\u00e1vrh bioplynov\u00fdch stanic, proces\u016f a koncept\u016f \u0159\u00edzen\u00ed a optimalizaci procesn\u00edho n\u00e1vrhu. Mezi dal\u0161\u00ed oblasti pou\u017eit\u00ed a charakteristiky pat\u0159\u00ed n\u00e1sleduj\u00edc\u00ed:<\/p>\n
- \n
- N\u00e1vrh ve\u0161ker\u00fdch koncepc\u00ed bioplynov\u00fdch stanic v\u010detn\u011b \u0159\u00edzen\u00ed,<\/li>\n
- Optimalizace krmen\u00ed a \u0159\u00edzen\u00ed provozu st\u00e1vaj\u00edc\u00edch bioplynov\u00fdch stanic,<\/li>\n
- R\u016fzn\u00e9 koncepty pro modelov\u00e1n\u00ed koncepc\u00ed m\u011b\u0159en\u00ed a \u0159\u00edzen\u00ed (klasick\u00e9 funk\u010dn\u00ed bloky, Petriho s\u00edt\u011b, PLC k\u00f3d)<\/li>\n
- Predikce CHSK, TS, oTS, NH4, N, pH, CH4, \u2026<\/li>\n
- Praktick\u00e9 editory pro modely biochemick\u00fdch proces\u016f<\/li>\n<\/ul>\n
![\"\"](\"https:\/\/sewaco.cz\/wp-content\/uploads\/2024\/01\/biogas-plant.png\")
Model bioplynov\u00e9 stanice v\u010detn\u011b plynov\u00e9ho hospod\u00e1\u0159stv\u00ed a kogenera\u010dn\u00ed jednotky<\/p><\/div>[\/et_pb_accordion_item][et_pb_accordion_item title=“Tlakov\u00e9 potrubn\u00ed s\u00edt\u011b“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
V SIMBA#<\/strong> 5.0 byla zavedena nov\u00e1 knihovna blok\u016f pro modelov\u00e1n\u00ed tlakov\u00fdch potrubn\u00edch s\u00edt\u00ed. Tuto knihovnu model\u016f lze pou\u017e\u00edt k simulaci tlaku a pr\u016ftoku a transportu hmot ve zcela zapln\u011bn\u00fdch potrubn\u00edch s\u00edt\u00edch. Tato knihovna je vhodn\u00e1 pro modelov\u00e1n\u00ed:<\/p>\n
- \n
- Vodovodn\u00edch s\u00edt\u00ed,<\/li>\n
- Tlakov\u00fdch s\u00edt\u00ed pro odpadn\u00ed vody (\u010derpac\u00ed stanice odpadn\u00edch vod, tlakov\u00e9 kanalizace),<\/li>\n
- P\u0159e\u010derp\u00e1v\u00e1n\u00ed odpadn\u00edch vod v r\u00e1mci \u010dist\u00edren odpadn\u00edch vod,<\/li>\n
- Syst\u00e9m\u016f procesn\u00ed vody.<\/li>\n<\/ul>\n
Pro v\u00fdpo\u010det potrubn\u00ed s\u00edt\u011b je pou\u017e\u00edv\u00e1n speci\u00e1ln\u00ed \u0159e\u0161i\u010d (pou\u017eit\u00ed p\u0159\u00edstupu multisolver), kter\u00fd byl pro SIMBA#<\/strong> vyvinut na z\u00e1klad\u011b \u0159e\u0161i\u010de EPANET. V\u00fdpo\u010det s\u00edt\u011b umo\u017e\u0148uje zohlednit spot\u0159ebu z\u00e1vislou na tlaku (PDD) a ztr\u00e1ty. Pro transport hmot (advekce-disperze) lze zvolit bu\u010f p\u0159\u00edstup kask\u00e1dy CSTR, nebo Lagrange\u016fv p\u0159\u00edstup. V p\u0159\u00edpad\u011b pot\u0159eby lze simulovat tak\u00e9 procesy kvality (SIMBA ASM model).<\/p>\n
[\/et_pb_accordion_item][et_pb_accordion_item title=“Syst\u00e9my hospoda\u0159en\u00ed s pr\u016fmyslov\u00fdmi vodami“ _builder_version=“4.20.0″ _module_preset=“default“ global_colors_info=“{}“ open=“off“]<\/p>\n
Vzhledem k rostouc\u00edmu nedostatku vody hraje p\u0159i pl\u00e1nov\u00e1n\u00ed a provozu pr\u016fmyslov\u00fdch syst\u00e9m\u016f vodn\u00edho hospod\u00e1\u0159stv\u00ed st\u00e1le d\u016fle\u017eit\u011bj\u0161\u00ed roli op\u011btovn\u00e9 vyu\u017e\u00edv\u00e1n\u00ed pr\u016fmyslov\u00e9 vody a \u00fa\u010dinn\u011bj\u0161\u00ed vyu\u017e\u00edv\u00e1n\u00ed materi\u00e1lov\u00fdch a energetick\u00fdch zdroj\u016f. SIMBA#<\/strong> nab\u00edz\u00ed mo\u017enost simulovat procesy distribuce i \u00fapravy pr\u016fmyslov\u00e9 vody a chladic\u00edch syst\u00e9m\u016f a optimalizovat jejich provoz s ohledem na spot\u0159ebu energie a zdroj\u016f.<\/p>\n
Mezi oblasti aplikace a charakteristiky pat\u0159\u00ed mimo jin\u00e9 n\u00e1sleduj\u00edc\u00ed:<\/p>\n
- \n
- Okruhy chladic\u00ed vody a bilancov\u00e1n\u00ed tepeln\u00fdch tok\u016f,<\/li>\n
- Akumulace chemick\u00fdch l\u00e1tek v recirkula\u010dn\u00edch syst\u00e9mech a odhad objemu odluhu,<\/li>\n
- Specifick\u00e9 matice provozn\u00edch vod, modelov\u00e1n\u00ed proces\u016f odsolov\u00e1n\u00ed,<\/li>\n
- Generov\u00e1n\u00ed dynamick\u00fdch provozn\u00edch dat pro LCA anal\u00fdzu a kalkulaci n\u00e1klad\u016f \u017eivotn\u00edho cyklu.<\/li>\n<\/ul>\n
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